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HomeMy WebLinkAboutPA2023-0027_20230131_Geotechnical Investigation dated 05-04-22R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 May 4, 2022 Kevin Giz & Ryan Gale File No: 8667-00 Pine Knot Motel Report No: R1-8667 6302 West Coast Highway Newport Beach, CA 92661 c/o Eric Aust, Architect Subject: Geotechnical Investigation Proposed Motel Renovations and Replacement Addition Seashore Colony Tract, Lots 4,5,6 & half of Lot 3 The Pine Knot Motel 6302 West Coast Highway Newport Beach, California APN: 045-084-09 INTRODUCTION This report presents the results of our geotechnical investigation for the Pine Knot Motel located at 6302 West Coast Highway in Newport Beach, California, which was performed to determine site and regional geotechnical conditions pertinent to the construction currently proposed for the subject property. Analyses for the new, revised investigation are based upon preliminary plans provided by Eric Aust Architect that indicate the project as a remodel and renovation planned for the existing beach community motel. As part of the renovation, a new two-story replacement structure is planned in the southwest corner of the lot. The office and lobby will be enlarged and will include a renovated roof deck. Renovation of the existing one-story hotel is also planned. New foundations are possible in localized areas of existing structures with re-location of shear walls and support through spread footings. The added two-story unit will replace a former fire damaged structure in the same location. The purpose of our review and investigation was to evaluate the subsurface conditions, determine the compatibility of the proposed development with respect to the geotechnical features of the site, and provide preliminary geotechnical recommendations and design parameters for planned improvements. Specific information and recommendations for the current planned site development are provided herein. Project Authorization The work performed was based on our Proposal No. P1-8667, dated January 11, 2022 and subsequent authorization. May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 2 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Scope of Investigation The investigation included the following: 1. Review of collected geologic, geotechnical engineering and seismological reports and maps pertinent to the subject site. A reference list is included in Appendix A. 2. Subsurface exploration consisted of auger borings and two Cone Penetrometer Test (CPT) soundings. This included two hand auger borings to depths of 6.5 feet. The CPT soundings were to a depth of 48 and 50 feet. The locations of the exploratory borings and CPTs are shown on the Plot Plan, Figure 1. 3. Logging and sampling of the exploratory borings, including collection of soil samples for laboratory testing. The Logs of the exploration and the CPT Summary data are included in Appendix B. 4. Laboratory testing of soil samples representative of subsurface conditions. The results are presented in Appendix C. 5. Geotechnical engineering analyses of collected data, including liquefaction and seismic settlement analysis. 6. Preparation of this report containing our geotechnical recommendations for the design and construction in accordance with the 2019 California Building Code (CBC) and for use by your design professionals and contractors. Site Description The subject property is located in west Newport Beach in the Newport Shores area as shown on the Location Map, Figure 2. The subject property is located on the northwest corner of Coast Highway and Prospect Street. The northeast side of the lot borders an asphalt paved parking lot. The northwest side of the property borders an access alley. The Topographic and Boundary Survey prepared by RdM Surveying, Inc (Reference 1) was used as a base map for our Geotechnical Plot Plan, Figure 1. The site is a flat lot and finished surface elevations on the topographic survey vary from approximately 9 to 10 feet (NAVD88). The adjoining properties are level with the subject site. The site presently contains a one-story U-shaped motel structure. A concrete slab and footings from a former structure are present in the southwest corner. The structure reportedly was removed following fire damage. It appears that the remaining wood structure is supported on a concrete slab and footings. The motel is closed down and in general disrepair. There is a stairway to the rooftop deck above the existing one-story office. Concrete hardscape surrounds much of the interior of the existing motel structure. Asphalt concrete parking areas and sidewalk surround the outer areas of the structure. Chain link and PVC fences are located on some segments of the lot perimeter. May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 3 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 The inner courtyard of the motel was formerly landscaped with a lawn, a palm tree that is falling over, plumeria, and other shrubs. Part of the courtyard is covered with artificial turf and concrete patio. Site drainage consists of sheet flow toward the alley and streets. The condition of the improvements was generally commensurate with the age of the structure. No indication of significant damage due to soil movements were observed. Proposed Development We understand that the proposed development will consist of the remodel and renovation of the existing motel. The plans indicate that the renovation will take place primarily within the existing motel footprint. A new two-story structure is planned to replace the former building area that was damaged in the fire. The office/lobby will be expanded with renovation of the roof deck and will connect to the new two-story motel structure at the upper level. We anticipate that new interior footings will be constructed, if necessary, within portions of the existing motel and the existing interior concrete slabs will remain in place. New foundations are possible in localized areas with re-location of shear walls and support through spread footings. Existing foundations will likely remain. New foundations and slabs will be required for the two- story replacement units. Grading is expected for the two-story addition structure and will consist of reprocessing surface soils following removal of existing foundation elements, unsuitable fill, weathered soil, planter soils and materials disturbed by demolition. Overexcavation and replacement of soil as densified engineered fill will be required to provide uniform conditions below the structure. Structural loads were not provided. We anticipate wood-frame and light steel construction that is typical of the area and relatively light construction loads. We assume that maximum column loads will be less than 20 kips and wall loads of 2 kip/foot. Our office should be notified when the structural design loads for foundation elements are available to check these preliminary assumptions. GEOTECHNICAL CONDITIONS Geologic Setting The property is situated within the southeasterly edge of the Los Angeles Basin near the coast. The site is about 0.5 mile southeast of the present Santa Ana River channel levees. The Pacific Ocean is about 1500 feet southwest of the site. This area of the coast is thought to be resting on a regionally extensive, relatively flat bench scoured by wave activity into bedrock. The bedrock is overlain by marine deposits and inter-fingered alluvial sediments. The site area is within a former marshy wetland and contains fine-grained silts interbedded with sands near the surface with denser sands below. Earth Materials The site is underlain at depth by bedrock of the Monterey Formation based on regional geologic maps. The bedrock is overlain by Marine deposits (Qm) and Eolian (Beach sand) deposits. Residual soil in planters, disturbed beach deposits and artificial fill (Af) are relatively shallow and May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 4 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 exposed at the surface. Subsurface soils encountered in our explorations generally consisted of sands, silty sands and sandy silt within the upper 40 feet. Very dense, stiff soils were encountered below 40 feet and may indicate contact with the bedrock. The upper soils are primarily silty sands with a very low expansion index. Sands and silt are the predominant soils within the upper 10 feet. The moisture contents in the collected samples ranged from 2.8 to 6.8 percent above the groundwater level. Dry densities were 100 to 109 pounds per cubic foot (pcf) in the samples collected. Geologic Hazard The potential geologic hazards at the site are primarily from liquefaction, flooding and shaking due to movement of nearby or distant faults during earthquake events. These are discussed in greater detail below. Groundwater Groundwater was encountered in the borings at a depth of approximately 5 feet. On-site groundwater conditions may additionally be affected by tidal conditions and fluctuate daily in conjunction with the incoming and outgoing tides. Water Infiltration From a geotechnical standpoint, on-site water infiltration is allowable for dry weather runoff and light rain events. A minimum setback of 3 feet from the nearest foundation is recommended. Simple trench drains and permeable pavement surfaces may be allowable without setback with appropriate agency and geotechnical review and approvals. Proposed water infiltration features should be reviewed and approved by the Geotechnical Consultant. Surficial Run-off Proposed development should incorporate engineering and landscape drainage designed to transmit surface and subsurface flow, including the potential for periodic flooding, if present, to the street and/or storm drain system via non-erosive pathways. Faulting/Seismic Considerations The major concern relating to geologic faults is ground shaking that affects many properties over a wide area. Direct hazards from faulting are essentially due to surface rupture along fault lines that could occur during an earthquake. Therefore, geologists have mapped fault locations and established criteria for determining the risks of potential surface rupture based on the likelihood of renewed movement on faults that could be located under a site. Based on criteria established by the California Division of Mines and Geology (CDMG), now referred to as the California Geological Survey (CGS), faults are generally categorized as active, potentially active or inactive (Jennings, 1994). The basic principle of faulting concern is that existing faults could move again, and that faults which have moved more recently are the most likely faults to move again and affect us. As such, faults have been divided into categories May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 5 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 based on their age of last movement. Although the likelihood of an earthquake or movement to occur on a given fault significantly decreases with inactivity over geologic time, the potential for such events to occur on any fault cannot be eliminated within the current level of understanding. By definition, faults with no evidence of surface displacement within the last 1.6 million years are considered inactive and generally pose no concern for earthquakes due renewed movement. Potentially-active faults are those with the surface displacement within the last 1.6 million years. Further refinement of potentially active faults are sometimes described based on the age of the last known movement such as late Quaternary (last 700,000 years) implying a greater potential for renewed movement. In fact, most potentially active faults have little likelihood of moving within the time frame of construction life, but the degree of understanding of fault age and activity is sometimes not well understood due to absence of geologic data or surface information, so geologists have acknowledged this doubt by using the term "potentially active." A few faults that were once thought to be potentially active, have later been found to be active based on new findings and mapping. Active faults are those with a surface displacement within the last 11,000 years and, therefore, most likely to move again. The State of California has, additionally, mapped known areas of active faulting as designated Alquist- Priolo (A-P) "Special Studies Zones,” which requires special investigations for fault rupture to limit construction over active faults. Based on our review of various published and unpublished reports, maps and documents, the site is located along the Newport-Inglewood Fault Zone. This fault consists of a series of parallel and en echelon, northwest-trending faults and folds extending from the southern edge of the Santa Monica Mountains to Huntington Beach and then offshore along Newport Beach. This fault zone has historically experienced moderate to high seismic activity. No active or potentially active faults are known to project through the site. In addition, the Newport-Inglewood Fault is not sufficiently well defined in the area of the subject site to be placed within the boundaries of an “earthquake fault zone,” as defined by the State of California in the Alquist-Priolo Earthquake Fault Zoning Act. A potential seismic source near the site is the San Joaquin Hills Blind Thrust Fault (SJHBT), which is approximately 2 to 8 kilometers beneath the site at its closest point, based on the reported fault structure. The SJHBT is a postulated fault that is suspected to be responsible for uplift of the San Joaquin Hills. This fault is a blind thrust fault that does not intercept the ground surface and, therefore, presents no known potential for ground rupture at the property. The potential for surface rupture at the site is considered to be low and the property is not located within a special study zone for fault rupture. The site will experience shaking during earthquake events on nearby or distant faults. Site improvements should take into consideration the seismic design parameters outlined herein. Site Classification for Seismic Design Seismic design parameters are provided in a later section of this report and in Appendix F for use by the Structural Engineer. The soil underlying the subject site has been classified in accordance with Chapter 21 of ASCE 7, per Section 1613 of the 2019 CBC. May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 6 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 The results of our on-site field investigation, as well as nearby investigations by us and others, indicate that the site is directly underlain by Class D Marine and alluvial deposits. Based on the on-site test results, we recommend using a characterization of this property as a Class D (Default), “Stiff Soil,” Site Classification. Secondary Seismic Hazards Review of the Seismic Hazards Zones Map (CDMG, 1998) for the Newport Beach Quadrangle, 1997/1998 and the City of Newport Beach Seismic Safety Element (2008) indicates the site is located within a zone of required investigation for earthquake-induced liquefaction. The site is not located within a zone of required investigation for landsliding (Figures 5 and 6). The site is located in the vicinity of active and idle gas and oil wells (Figure 8). An Environmental Engineer and/or governmental agencies should be consulted to address the potential impacts, if any, of nearby oil and gas wells on the site. Liquefaction Considerations The area along Newport Harbor and its channels, is in a Zone of Required Investigation for liquefaction on the State of California Seismic Hazard Zones Map, Newport Beach Quadrangle. Requirements for investigation are included in several documents including the City of Newport Beach Building Code Policy (Revised 7/3/2014), the CBC Section 1803.5 and the Guidelines for Evaluating and Mitigating Seismic Hazards in California, Special Publication 117A. Liquefaction is a phenomenon in which the strength of a soil is reduced by earthquake shaking or other rapid loading. Liquefaction occurs in saturated soils, that is, soils in which the void space between individual sand particles is completely filled with water. This water exerts a pressure on the soil particles that influences how tightly the particles themselves are pressed together. Prior to an earthquake, the water pressure is relatively low. However, earthquake shaking can cause the water pressure to increase to the point where the soil particles can readily move with respect to each other. Liquefaction generally occurs in sandy, granular soils. When liquefaction occurs, the strength of the soil decreases and, the ability of a soil deposit to support foundations for buildings is reduced. The factors known to promote liquefaction potential include high groundwater level, degree of saturation, relative density, grain size, soil type, depth below the surface, and the magnitude and distance to the causative fault or seismic source. The subject site is in an area with potential for liquefaction (Morton and others, 1976; Toppozada and others, 1988). In order to address liquefaction potential, CPT soundings were extended to depths of refusal at 48 and 50 feet below the site. In addition, liquefaction analysis was performed to evaluate seismically-induced settlement. The results of our analyses are included in Appendix E. Based on the results of our analyses, some of the soil layers below the site, in the locations tested, had safety factors of less than 1.0, indicating risk of liquefaction during a seismic event strong enough to induce liquefaction. Layers exhibiting safety factors of 1.3 and less based on Boulanger & Idriss (2010-16) were evaluated for potential seismic settlement. Seismically-induced settlements were estimated by the procedures developed by Boulanger & Idriss (2010-16), May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 7 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Tokimatsu and Seed (1987). Additionally, seismically-induced settlements were estimated by the procedures developed by Yi (2010) for dry sand (if present). The GeoAdvanced GeoSuite Software Version 3.1.0.1, developed by Fred Yi, was utilized for the analyses. The resultant potential total seismic settlement in the underlying soil was determined to be 1.27-inches and 2.58-inches within the upper 50 feet at the explored sounding locations. It is our opinion that this settlement potential may be mitigated by the foundation system for support of the proposed new structure. Lateral Impacts of Liquefaction Lateral impacts of liquefaction at the subject site such as lateral spreading and lateral loads on foundations are expected to be negligible due to the absence of sloping ground at the site. Flooding Seismically-induced flooding normally includes flooding from inland waters, flooding from tidal waters and tsunami run-up from tidal wave energy. 1. Flooding from Inland Waters According to flood zone maps prepared by FEMA, the site is located within an “Area with Reduced Flood Risk Due to Levee, Zone X”, in reference to the Santa Ana River levee system approximately 0.5-mile to the northwest. The Santa Ana River poses some risks of flooding at the site from inland waters; however these risks have been greatly reduced by Civil Engineering modifications to the river channel over the past century. The site is along the historic course of the river prior to man-made engineering modifications, which included harnessing the river to empty at the present location to the northwest along the Newport Beach/Huntington Beach corporate boundary in the early 20th Century. Upstream, the Prado Dam and associated reservoir was completed by the Army Corps of Engineers in 1941. The dam is composed of rock-fill and has a height of 106 feet (32 m) above the original streambed. It was built on the upper end of the Lower Santa Ana River Canyon near Chino Hills, where there is a natural constriction in the river. The capacity of the dam was not sufficient to prevent catastrophic flooding downstream in Orange County and in response the Seven Oaks Dam was completed in January 2000. Seven Oaks Dam is a 550-foot (170 m) high earth and rock fill embankment dam across the Santa Ana River in the San Bernardino Mountains, about 4 miles (6.4 km) northeast of Redlands. Nearly one-third of the cost of the dam was paid for by the County of Orange to lessen potential flood impacts along the Santa Ana River watershed, with the federal government funding most of the remainder. The risks of flooding from the river are therefore considered to be low due to the maintained system of reservoirs, levees and dams along the present river channel. 2. Tidal Zone Flooding Street flooding, particularly due to storm tides may occur periodically in low lying coastal, channel and harbor areas. Further evaluation of flooding potential and surface drainage at May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 8 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 the site is deferred to the project civil engineer. No evidence of uncontrolled concentrated runoff onto or off the subject property was observed or reported based on our investigation. 3. Tsunami No specific tsunami analysis has been undertaken in this investigation. However, the “Evaluation of Tsunami Risk to Southern California Coastal Cities” (Earthquake Engineering Research Institute, 2003) provides discussion of the impacts of locally seismic and/or landslide generated tsunamis. The typical maximum run-up heights were estimated from 1 to 2 meters in the Newport Beach area. Because of unknown bathymetry on wave field interactions and irregular coastal configurations, actual maximum run-up heights could range from 2 to 4 meters, or more. The City of Newport Beach, in their Seismic Safety Element, describe Newport Beach as somewhat protected from most distantly generated tsunamis by the Channel Islands and Point Arguello, except for those generated in the Aleutian Islands, those off the coast of Chile, and possibly off the coast of Central America. The publication also states that there may generally be adequate warning given within the time frames from such distant events. The warnings would allow for public safety but would not necessarily protect property improvements. Other Secondary Seismic Hazards Other secondary seismic hazards to the site include deep rupture and shallow ground cracking. The potential for deep fault rupture is generally considered to be low in the vicinity. The potential for shallow ground cracking to occur during an earthquake is a possibility at any site, but does not pose a significant hazard to site development. CONCLUSIONS 1. Proposed remodel, renovation and building addition are considered feasible from a geotechnical viewpoint provided the recommendations of this report are followed during design, construction, and maintenance of the subject property. Proposed development should not adversely affect, or be adversely affected by, adjacent properties, providing appropriate engineering design, construction methods and care are utilized during construction. 2. Within the areas explored, artificial fill, eolian (beach) deposits, and marine deposits were encountered. On-site materials generally consisted of clean sands with interbedded silt and silty sand layers. Bedrock may have been encountered at depths of approximately 40 feet in the CPT soundings. 3. Seismically-induced liquefaction has not historically been observed in the vicinity of the site; however, the liquefaction of soils in the general area is considered to be a possibility due to the presence of groundwater, underlying soil conditions and proximity of nearby earthquake faults. May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 9 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 4. Our calculations indicate that potential settlement due to both liquefaction and consolidation of dry sand layers caused by a large seismic event is approximately 1.27- inches to 2.58-inches for the upper 50 feet of the existing site. Foundation and slab design recommendations are provided in consideration of the seismic settlement potential. 5. Groundwater was encountered at depth of about 5 feet (approx. elev. +4 NAVD88) in the exploratory excavations at the time of our investigation on February 21, 2022. 6. Suitable drainage elements need to be installed within excavations and at retaining structures to mitigate possible transient seepage. Hydrostatic forces should be accounted for when building below grade structures, such as swimming pools or elevators, and adequate waterproofing should be provided in sensitive areas. Groundwater conditions should be addressed in accordance with local ordinances and practices, as well as agency requirements. 7. The near surface materials that were encountered are expected to have a very low expansion potential. 8. Disturbed soils within slab and footing exposures should be compacted to the minimum requirements prior to pouring concrete. 9. For the new building structure, site grading is recommended that includes densification of the upper approximately 3 feet of existing on-site soil, which may generally be accomplished through conventional grading methods by removal and recompaction of the soil. 10. Demolition and construction methods will need to consider lateral and subjacent support of adjacent structures and property improvements. 11. Although the probability of fault rupture across the property is low, ground shaking may be strong during a major earthquake. 12. Tsunami potential for this site is considered moderate; although historically such effects have been subdued in southern California due to topographic protection from distant seismic events and the rarity of significant offshore earthquakes. 13. Adverse surface discharge onto or off the site is not anticipated provided proper civil engineering design and post-construction site grading are implemented. The potential for street flooding is referred to the Civil Engineer. 14. The proposed new 2-story structure should be supported by a strengthened slab and foundation system in accordance with the recommendations herein. 15. Existing structures that are to be remodeled/renovated are anticipated to maintain use of the existing slab and foundation systems. Thickened slabs should be provided in new slab areas, if slabs are proposed. New foundations in renovated structures, if planned, May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 10 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 should be constructed in accordance with the recommendations herein and agency requirements. RECOMMENDATIONS Site Preparation and Grading 1. General Site earthwork should be performed in accordance with the requirements of the City of Newport Beach, the recommendations of this report, and the Standard Grading Guidelines of Appendix D. All excavations should be supervised and approved in writing by a representative of this firm. 2. Demolition and Clearing Deleterious materials, including those from the demolition of the existing concrete, vegetation, organic matter and trash, should be removed and disposed of off-site. Subsurface elements of demolished structures should be completely removed, including any trench backfills, abandoned foundations, cisterns, utility lines, etc. within foundation and slab areas. Care should be taken during demolition and construction to not create excessive vibrations on off-site properties. 3. Subgrade Preparation The plans indicate one new structure will be built at the property to replace the fire-damaged building that has been removed from the property. The old foundations and slabs should be removed from the area of the new building in order to prepare a uniformly graded pad area for construction. Within building areas for the existing one- story structures that will be remodeled, existing foundations will be utilized; therefore, new subgrade preparation is anticipated only if additional footing support is added. Subgrade preparation is addressed below for new slab and foundation areas at the site. The depths of overexcavation should be reviewed by the Geotechnical Engineer or Geologist during the actual construction. Any surface or subsurface obstructions, or questionable material encountered during grading, should be brought immediately to the attention of the Geotechnical Engineer for recommendations. New Two-Story Motel Structure Within the new building area, excavations should be made to remove any soils disturbed by demolition, undocumented fill and surficial materials where encountered. A minimum removal depth of 3 feet is recommended to remove the existing sand deposits and provide uniform bearing conditions below the new foundation and slab areas. Removals should be followed by 6-inches of scarification and recompaction. These remedial excavations should be made within the planned building footprint and the influence zone May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 11 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 of footings. Deeper excavations may be necessary to remove unsuitable materials, if encountered. Excavations during grading should be replaced with compacted engineered fill. The horizontal limits of overexcavation should be outlined by the Geotechnical Engineer based on grading and foundation plans when these are available for review. Soil cement may be considered to stabilize and strengthen the compacted fill. Light track propelled mini-loader type equipment should be used for the grading. Rubber tire equipment shall not be used until a stable subgrade is achieved. Dewatering is not expected to be necessary at planned removal depths but this may be somewhat dependent on tide levels and depths of foundations. Existing Motel Structures Where the existing one-story motel structures, which includes the new office and lobby areas, will be renovated and/or remodeled, excavations should be made to remove the planned cut soils below new interior slab areas and any soils disturbed by demolition if encountered within the building areas. Removal depths will generally be less than 12- inches, including the thickness of the removed concrete slabs. Any loose slab subgrade or footing excavation soils should be compacted in place. No additional subgrade over- excavation is anticipated within interior slab areas. Exterior grading is expected to be minimal as part of removal and replacement of limited hardscape areas. Removal areas should be reviewed by the Geotechnical Engineer or Geologist during the actual construction. Any surface or subsurface obstructions, or questionable material encountered, should be brought immediately to the attention of the Geotechnical Engineer for recommendations. Hardscape and Pavement Improvements Removals below significant hardscape improvements such as paved parking lots, driveways, patios, and sidewalks should be sufficient to remove existing disturbed or loose surface soil. Removal depths of 12- to 18-inches are expected to be adequate in exterior areas; however, boundary conditions for removals under exterior improvements may be better addressed subsequent to demolition when equipment can expose the site materials for evaluation and when improvement limits are identified on the plan. 4. Fill Soils (On-Site and Imported) The on-site soils are anticipated to be suitable for use as compacted fill. Cement-treatment of fill soils may be considered within the new graded building pad area to aid in the foundation construction and reduce collapse potential of vertical footing and trench cuts. Fill soils should be free of debris, organic matter, cobbles and concrete fragments greater than 6-inches in diameter. May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 12 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 In the event that soils are imported to the site for use as fill below foundation and slab areas, these materials should be predominantly granular, non-expansive, non-plastic and approved by the Geotechnical Engineer prior to importing. 5. Shrinkage Shrinkage losses are expected to be about 3 percent for the new two-story building pad preparation. This does not include clearing losses from demolition that could result in volume reductions for available fill soils. 6. Expansive Soils On-site surface soils encountered during our investigation were determined to be non- plastic sands with a very low expansion potential. 7. Compaction Standard The on-site soils are anticipated to be generally suitable for use as compacted fill. Highly organic and oversize materials must be removed prior to compaction. Fill materials should be placed at above optimum moisture content and compacted under the observation and testing of the Soil Engineer. The recommended minimum density for compacted material is 90 percent of the maximum density as determined by ASTM D1557. 8. Temporary Construction Slopes Temporary slopes exposing on-site materials should be cut in accordance with Cal/OSHA Regulations. It is anticipated that the exposed on-site earth materials may be classified as Type C soil, and temporary cuts of 1:1 (horizontal:vertical) or flatter may be appropriate to heights of 5 feet or less; however, the material exposed in temporary excavations should be evaluated by the Contractor during construction. Dry or running sands may require flatter laybacks. Temporary construction slopes should not be left exposed overnight unless approved in writing by the Geotechnical Consultant. Excavations should proceed in a manner so as not to remove lateral or bearing support of adjacent properties or structures. Along property lines, cuts of 1:1 or flatter are typically prudent and are required by the City of Newport Beach. Care will be needed along the property lines. The soils exposed in the excavation cuts should be observed by the Geotechnical Consultant during excavation. The safety and stability of temporary construction slopes and cuts is deferred to the General Contractor, who should implement the safety practices as defined in Section 1541, Subchapter 4, of Cal/OSHA T8 Regulations (2006). The Geotechnical Consultant makes no warranties as to the stability of temporary cuts. Soil conditions may vary locally and the Contractor(s) should be prepared to remedy local instability if necessary. Contract Documents should be written in a manner that places the Contractor in the May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 13 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 position of responsibility for the stability of all temporary excavations. Stability of excavations is also time dependent. If unsupported property line cuts are made, the Contractor should monitor the performance of adjacent structures and improvements during construction. If movement or distress is noted, appropriate remedial measures should be immediately implemented. Foundation Design 1. General It is anticipated that foundation elements for the new two-story motel structure will bear in recompacted fill and will utilize a strengthened, slab-on-grade foundation. It is anticipated that foundation elements for the planned renovation of the existing one- story motel units will consist of the existing slabs and footings. New spread footings, grade beams and possibly localized buildout of interior concrete slabs for room extensions (if planned) should be supported on geotechnically approved, compacted subgrade soils. Foundation elements will bear in compacted fill. The near surface materials are expected to exhibit a very low expansion potential. The following recommendations are based on the geotechnical data available and are subject to revision based on conditions actually encountered in the field. Foundations and slabs should be designed for the intended use and loading by the structural engineer. Our recommendations are considered to be generally consistent with the standards of practice. They are based on both analytical methods and empirical methods derived from experience with similar geotechnical conditions. These recommendations are considered the minimum necessary for the likely soil conditions and are not intended to supersede the design of the Structural Engineer or criteria of governing agencies. 2. Bearing Capacity for Foundations The allowable bearing capacity for new, conventional spread and/or continuous footings having a minimum width of 15 inches and founded a minimum of 24-inches below the lowest adjacent grade in re-compacted fill should not exceed 1,800 pounds per square foot (psf). Additionally, new footings should be embedded at least 6-inches below adjacent existing foundation elements. A presumptive value of 1,500 psf may be assumed for the existing footings. These values may be increased by one-third for short- term wind or seismic loading. Spread footings for the new 2-story structure should be connected to the foundation system using grade beams tied in not less than two directions. Actual footing depths and widths should be governed by CBC requirements and the structural engineering design. Per 2019 CBC Section 1809.4, with regard to the existing structures, a footing depth below the adjacent ground surface of at least 12- inches is required. A minimum footing thickness of at least 6-inches must be achieved or preserved during construction per CBC Table 1809.7. May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 14 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 The structural engineer shall evaluate the existing foundation elements and wall connections for any force imbalances, moments, and eccentric load conditions that may result from adjusting slab elevations and attendant loss of soil support along interior side of the footings and provide remedies if appropriate. 3. Settlement Static Static settlement is anticipated to be on the order of 0.75-inch total and 0.25-inch differential between adjacent similarly loaded columns (approximately 30 feet assumed horizontal distance), provided that the recommended site grading is implemented first and that the bearing capacity values given above are not exceeded. Most of this settlement is expected to occur upon initial loading during construction. These estimates should be confirmed when structural engineering plans are prepared and foundation load conditions are determined. Dynamic Potential liquefaction-induced settlement based on current estimates of peak ground accelerations during an earthquake was calculated to be approximately 1.27-inches to 2.58-inches within the upper 50 feet (see Appendix E). The underlying stratigraphy is fairly uniform below the planned development area; therefore, differential seismic settlement can be estimated as approximately one-half of the total estimated settlement, or approximately 1.3-inches across a span of about 30 feet (Martin and Lew, 1999). Seismically-induced settlements were estimated by using the procedure of Boulanger and Idriss (2010-16) and Tokimatsu and Seed (1987). These methods are based on empirical data from past seismic events that have been studied and are, therefore, approximate. 4. Lateral Resistance Lateral loads may be resisted by passive pressure forces developed in front of the slab/foundation system and by friction acting at the base of the slab. Allowable lateral resistance should not exceed 150 pounds per square foot per foot of depth equivalent fluid pressure. Resistance to sliding can be calculated using a coefficient of friction of 0.30. These values may be used in combination per 2019 CBC, Section 1806.3.1. 5. Footing Reinforcement Two No. 5 bars should be placed at the top and two at the bottom of newly constructed, continuous footings in order to resist potential movement due to various factors such as subsurface imperfections and seismic shaking. Dowelled connections between the slab and footings for new construction should be provided and should consist of No. 4 bars at 24-inches on center maximum spacing. Quantity and placement of reinforcing steel should be determined by the Structural Engineer. May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 15 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Seismic Design Based on the geotechnical data and site parameters, the following table is provided based on ASCE/SEI 7-16 using the ASCE Hazard Tool to satisfy the 2019 CBC design criteria. A site specific Ground-Motion Hazard Analysis (GMHA) was not performed for the site. Site and Seismic Design Criteria For 2019 CBC Design Parameters Recommended Values Site Class D (Default - Stiff Soil) * Site Longitude (degrees) -117.949494 W Site Latitude (degrees) 33.626939 N Ss (g) 1.394 S1 (g) 0.499 SMs (g) 1.673 SM1 (g) 0.899 SDs (g) 1.115 SD1 (g) 0.599 Fa 1.2 Fv 1.801 Seismic Design Category D *Per ASCE 7-16 Section 11.4.8 the above values may be used provided the value of the seismic response coefficient Cs is determined by Eq. (12.8-2) for values of T ≤ 1.5Ts and taken as equal to 1.5 times the value computed in accordance with either Eq. (12.8-3) for TL ≥ T > 1.5Ts or Eq. (12.8-4) for T > TL. This is due to the value of S1 greater than or equal to 0.2 g for this site. The values above are generally applicable for typical residential structures. The structural engineer should verify that Section 11.4.8 is satisfied per the above. A Site-Specific Ground Motion Hazard Analysis (GMHA) may be beneficial for this project as part of the structural design. A Site Specific GMHA can be performed at an additional cost if requested. Supporting documentation is also included in a previous section of this report, Site Classification for Seismic Design, and in Appendix F. May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 16 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Slab-On-Grade Construction Slabs should be designed in accordance with the 2019 California Building Code and the requirements of the City of Newport Beach. On-site materials were determined to have a very low expansion potential. Concrete floor slabs should be at least 6 inches thick (actual). Slab reinforcement should be determined by the structural engineer; however, the minimum slab reinforcement should consist of No. 4 bars at 12-inches on-center in each direction placed at the mid-height of the slab (or approved equivalent). New concrete living area slabs should be underlain by 4-inches of open-graded gravel. Slab underlayment is deferred to the project Architect; however, in accordance with the American Concrete Institute, we suggest that slabs be underlain by a 15-mil thick vapor retarder/barrier (Stego Wrap or equivalent) placed over a layer of woven geofabric (such as Mirafi 140N) over the gravel in accordance with the requirements of ASTM E1745 and E1643. Slab subgrade soils should be well moistened prior to placement of the vapor retarder. All subgrade materials should be geotechnically approved prior to placing the gravel for the slab underlayment. The above recommendations are provided for vapor transmission considerations but do not provide for waterproofing of the slab in the local marine environment. If flooding is a concern, additional underlayment measures may be appropriate and should be addressed by the Civil Engineer and/or project Architect. An approved methane gas barrier system may be considered due to the presence of nearby capped and working oil wells, and potential vapors from the underlying soil. The need for a capillary break may sometimes be eliminated by such systems. Local and regional agency requirements should also be implemented. Exterior flatwork elements, if planned, should be a minimum 4-inches thick (actual) and reinforced with No. 3 bars 18 inches on center both ways. The existing subgrade soils should be well moistened prior to placing concrete. Asphalt Concrete Pavement Where asphalt concrete sections are used in new pavement areas, the following minimum sections are recommended: • Automobile use 3-inches of AC over 6-inches of AB or, 5-inches AC over compacted native soil AC pavement sections should be reviewed when plans for new pavement are developed. May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 17 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Concrete Pavement The following concrete pavement section may be considered: Portland Cement Concrete Slab 7-inches Reinforcing Steel #4 Bars @ 18-inches on center K-Value: Modulus of Subgrade Reaction 150 pounds per cubic inch Concrete pavement should be divided into as nearly square panels as possible. Frequent joints should be provided to give articulation to the concrete panels. Concrete Pavers If concrete pavers are anticipated for use in traffic areas or pedestrian areas, our office should be notified to provide recommendations as necessary. These may generally be installed per the manufacturer’s recommendations; however, the manufacturer’s recommendations typically assume that a stable, non-expansive subgrade is first in place below the section. General Pavement Guidelines AB can be crushed aggregate base or crushed miscellaneous base in accordance with Standard Specifications for Public Works Construction (The Green Book). Cal-Trans Class II Aggregate Base is also acceptable. The selected AB should have a minimum tested R-Value of 78. The material shall be free of any detrimental quantity of deleterious materials. The pavement subgrade should be compacted to achieve a relative compaction of at least 95 percent through the upper 12-inches. The AB and AC should be compacted to achieve a relative compaction of at least 95 percent. Base material should meet the requirements of Section 26 of the State of California Department of Transportation Standard Specifications for Class II Base or Green Book specifications for crushed materials. Compaction of the subgrade and base should be in accordance with ASTM D1557. We recommend that special care be taken around planters, lawn and landscaped areas to reduce the infiltration of surface and subsurface water, and tree roots, into the pavement subgrade. This may take the form of cut-off walls and root barriers as appropriate. Hardscape Design and Construction Hardscape improvements may utilize conventional foundations in compacted fill. Such improvements should be designed in accordance with the foundation recommendations presented above. Cracking and offsets at joints are possible; however, occurrence may be minimized by appropriate drainage and the use of thickened edge beams to limit moisture transfer below slabs. Concrete flatwork should be divided into as nearly square panels as possible. Joints should be provided at maximum 8 feet intervals to give articulation to the concrete panels (shorter spacing is recommended if needed to square the panels). May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 18 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Landscaping and planters adjacent to concrete flatwork should be designed in such a manner as to direct drainage away from concrete areas to approved outlets. Planters located adjacent to principal foundation elements should be adequately drained; this is especially important if they are near retaining wall backfills. New flatwork elements should be a minimum 4-inches thick (actual) and reinforced with No. 3 bars at 18-inches on center both ways. Subgrade soils should be well moistened prior to placement of concrete. Lateral Earth Pressures Active pressure forces acting on retaining walls which support level ground may be computed based on an equivalent fluid pressure of 40 pounds per cubic foot. Restrained retaining walls should add an additional 6H pounds per cubic foot for at-rest loading, where H is the retained height of the soil. Other topographic and structural surcharges should be addressed by the Structural Engineer. Damproofing and Waterproofing Waterproofing in consideration of the local marine environment should be installed in accordance with the architectural specifications or those of a waterproofing consultant. The criteria in Section 1805 of the 2019 CBC should be followed as a minimum. Curb type foundations that extend below the outside grade to a lower interior floor elevation should be waterproofed. A negative side application is required where foundation elements are already constructed. A penetrating crystalline coating material such as Xypex or Tremco PQ200 should be considered for application along the interior foundations where appropriate. Exterior hardscape joints should be sealed and water should drain away from foundation areas. Concrete Construction Components in Contact with Soil Testing of the on-site sandy soils indicated a low soluble sulfate content. Various components within the concrete may be subject to corrosion over time when exposed to soluble sulfates and chemical attack. To help mitigate corrosion, Exposure Class S3 and C2 should be assumed in the absence of a site-specific corrosion study. Sulfate resistant cement should be used in concrete that may be in contact with on-site soils or ground source water. Attention to maximum water-cement ratio and the minimum compressive strength may also help mitigate deterioration of concrete components. The sulfate testing is presented in the attached Appendix C, Laboratory Test Results. Type V cement or an appropriate alternate is, therefore, recommended with a maximum water-cement ratio of 0.45 percent. The minimum concrete compressive strength should be at least 4,500 pounds per square inch. It is recommended that a concrete expert be retained to design an appropriate concrete mix to address the structural requirements. In lieu of retaining a concrete expert, it is recommended that the 2019 CBC, Section 1904 and 1905, be utilized which refers to ACI 318. Testing should May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 19 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 be performed during grading when fill materials are identified to confirm the sulfate concentration. Metal Construction Components in Contact with Soil Various concentrations of salts may be present in the marine environment. Metal rebar encased in concrete, iron pipes, copper pipes, lift shafts, air conditioner units, etc., that are in contact with soil or water that permeates the soil should be protected from corrosion that may result from salts contained in the soil. Recommendations to mitigate damage due to corrosive soils, if needed, should be provided by a qualified corrosion specialist. A series of corrosivity test results is provided in Appendix C. Exposure Classes S3 and C2 should be assumed in the absence of a site-specific corrosion study. Finished Grade and Surface Drainage Finished grades should be designed and constructed so that no water ponds in the vicinity of footings. Drainage design in accordance with the 2019 CBC, Section 1804.4, is recommended or per local City requirements. Roof gutters should be provided and outflow directed away from structures in a non-erosive manner as specified by the Project Civil Engineer or Landscape Architect. Surface and subsurface water should be directed away from building areas. Proper interception and disposal of on-site surface discharge is presumed to be a matter of civil engineering or landscape architectural design. Infiltration It is our opinion that typical shallow gravel trenches and permeable hardscape for periodic water infiltration into the on-site soil is acceptable from a geologic and geotechnical standpoint. The water levels are expected to be at a depth of about 5 feet below grade based on our borings. The water table is ultimately tidal in nature and introduction of incidental, periodic, infiltration water is not expected to raise the water level or create new perched water zones. These types of infiltration will, therefore, not be expected to create any geohazards due to modification of groundwater levels. Planned infiltration design and BMP devices should be reviewed by our office prior to construction. Foundation and Grading Plan Review The undersigned should review final foundation and grading plans and specifications prior to their submission to the Building Official for issuance of permits. The review is to be performed only for the limited purpose of checking for conformance with design concepts and the information provided herein. Review shall not include evaluation of the accuracy or completeness of details, such as quantities, dimensions, weights or gauges, fabrication processes, construction means or methods, coordination of the work with other trades or construction safety precautions, all of which are the sole responsibility of the Contractor. The R McCarthy Consulting, Inc. (RMC) review shall be conducted with reasonable promptness while allowing sufficient time in our judgment to permit adequate review. Review of a specific item shall not indicate that RMC has reviewed the entire system of which the item is a component. RMC shall not be responsible for any deviation from the Contract Documents not brought to our May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 20 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 attention in writing by the Contractor. RMC shall not be required to review partial submissions or those for which submissions of correlated items have not been received. Utility Trench Backfill Utility trench backfill should be placed in accordance with Appendix D, Standard Grading Guidelines. It is the Owner’s and Contractor’s responsibility to inform Subcontractors of these requirements and to notify R McCarthy Consulting, Inc. when backfill placement is to begin. It has been our experience that trench backfill requirements are rigorously enforced by the City of Newport Beach. The on-site soils are anticipated to be generally suitable for use as trench backfill; however, silt and clay materials may be difficult to mix and compact to a uniform condition. The use of imported backfill is sometimes more efficient when fine-grained soil materials are at high moisture contents. Fill materials should be placed at near optimum moisture content and compacted under the observation and testing of the Soil Engineer. The minimum dry density required for compacted backfill material is 90 percent of the maximum dry density as determined by ASTM D1557. Pre-Grade Meeting A pre-job conference should be held with a representative of the Owner, Contractor, Architect, Civil Engineer, Geotechnical Engineer, and Building Official prior to commencement of construction to clarify any questions relating to the intent of these recommendations or additional recommendations. OBSERVATION AND TESTING General Geotechnical observation and testing during construction is required to verify proper removal of unsuitable materials, check that foundation excavations are clean and founded in competent material, to test for proper moisture content and proper degree of compaction of fill, to test and observe placement of wall and trench backfill materials, and to confirm design assumptions. It is noted that the CBC requires continuous verification and testing during placement of fill, pile driving, and pier/caisson drilling. An RMC representative shall observe the site at intervals appropriate to the phase of construction, as notified by the Contractor, in order to observe the work completed by the Contractor. Such visits and observation are not intended to be an exhaustive check or a detailed inspection of the Contractor’s work but rather are to allow RMC as an experienced professional, to become generally familiar with the work in progress and to determine, in general, if the grading and construction is in accordance with the recommendations of this report. RMC shall not supervise, direct, or control the Contractor’s work. RMC shall have no responsibility for the construction means, methods, techniques, sequences, or procedures May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 21 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 selected by the Contractor, the Contractor’s safety precautions or programs in connection with the work. These rights and responsibilities are solely those of the Contractor. RMC shall not be responsible for any acts or omission of any entity performing any portion of the work, including the Contractor, Subcontractor, or any agents or employees of any of them. RMC does not guarantee the performance of any other parties on the project site, including the Contractor, and shall not be responsible for the Contractor’s failure to perform its work in accordance with the Contract Documents or any applicable law, codes, rules or regulations. Construction-phase observations are beyond the scope of this investigation and budget and are conducted on a time and material basis. The responsibility for timely notification of the start of construction and ongoing geotechnically-involved phases of construction is that of the Owner and his Contractor. We request at least 48 hours’ notice when such services are required. Geotechnical Observation/Testing Activities during Grading and Construction The Geotechnical Consultant should be notified to observe and test the following activities during grading and construction: • To observe proper removal of unsuitable materials; • To observe the bottom of removals for all excavations for the building pad grading, trenching, exterior site improvements, etc.; • To observe side cut excavations for grading, retaining walls, trenches, etc.; • To test for proper moisture content and proper degree of compaction of fill; • To check that foundation excavations are clean and founded in competent material; • To check the slab subgrade materials prior to placing the gravel, vapor barrier and concrete; • To check retaining wall subdrain installation; • To test and observe placement of wall backfill materials; • To test and observe placement of all trench backfill materials; • To test and observe patio, driveway apron and sidewalk subgrade materials; • To observe any other fills or backfills that may be constructed at the site. It is noted that this list should be used as a guideline. Additional observations and testing may be required per local agency, code, project, Contractor and geotechnical requirements at the time of the actual construction. Geotechnical Observation/Testing Activities during Earthwork and Construction Requirements for renovation/remodel projects may differ in some respects from new construction. Additional observations and testing may be required per local agency, code, project, Contractor and geotechnical requirements at the time of the actual construction. The Owner, Developer and/or Contractor are responsible to verify with the governing agencies which services are required and to notify the geotechnical consultant for services. Note that items not tested or observed will be excluded from geotechnical reports. Exclusions may impact the ability to obtain occupancy permits. May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 22 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 LIMITATIONS This investigation has been conducted in accordance with, and limited to, generally accepted practice in the engineering geologic and soils engineering field, and in accordance with services provided by geotechnical consultants practicing in the same or similar locality under the same or similar circumstances. No further warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. Conclusions and recommendations presented are based on subsurface conditions encountered and are not meant to imply that we have control over the natural site conditions. The samples taken and used for testing, the observations made and the field testing performed are believed representative of the general project area; however, soil and geologic conditions can vary significantly between tested or observed locations. The recommendations provided herein are subject to outside review and revision by the various governmental agencies, including the City of Newport Beach. The agencies, at their discretion, may add requirements to planned construction that vary from the information provided herein. Additionally, requirements of the agencies and their interpretations of relevant codes may change over time and with each individual permit application. Site geotechnical conditions may change with time due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur as a result of the broadening of knowledge, new legislation, or agency requirements. The recommendations presented herein are, therefore, arbitrarily set as valid for one year from the report date. The recommendations are also specific to the current proposed development. Changes in proposed land use or development may require supplemental investigation or recommendations. Also, independent use of this report without appropriate geotechnical consultation is not approved or recommended. Thank you for this opportunity to be of service. If you have any questions, please contact this office. Respectfully submitted, R MCCARTHY CONSULTANTS, INC. Robert J. McCarthy Principal Engineer, G.E. 2490 Registration Expires 3-31-2024 Date Signed: 05/05/2022 May 4, 2022 File No: 8667-00 Report No: R1-8667 Page No: 23 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Accompanying Illustrations and Appendices Figures 1, 1a - Geotechnical Plot Plans Figure 2 - Location Map Figure 3 - Regional Geology Figure 4 - Fault Map Figure 5 - CDMG Regional Seismic Hazards Map Figure 6 - Local Geologic Hazards Map Figure 7 - Aerial Map Figure 8 - Oil and Gas Well Map Appendix A - References Appendix B - Field Exploration Figures B-1 through B-5 Appendix C - Laboratory Testing Figures C-1 through C-6 Chemical Test Results Appendix D - Standard Grading Guidelines Appendix E - Results of Liquefaction Analysis Table E-1, Figures E-1 through E-4 Data Interpretations Appendix F - Seismicity Supporting Data CPT-2 CPT-1 HA-1 HA-2 Af/Qe/Qm Figure 1 - Geotechnical Plot Plan 6302 W. Coast Highway Newport Beach, CA File: 8667-00 May 2022Base map source: Topographic Survey for 6302 Coast Highway, Newport Beach, CA, by RdM Surveying Inc., dated 11/19/21. EXPLANATION Estimated Location of Cone Penetration Test Estimated Location of Hand Auger Boring Artificial Fill Eolian Deposits Marine Deposits Af Qm HA-2 CPT-2 0 20 SCALE, FEET 40 Qe CPT-2 CPT-1 HA-1 HA-2 Af/Qe/Qm Figure 1a - Geotechnical Plot Plan 6302 W. Coast Highway Newport Beach, CA File: 8667-00 May 2022Base map source: 1st Floor Plan for 6302 Coast Highway, Newport Beach, CA, by Eric Aust Architect, dated 1/25/22. EXPLANATION Estimated Location of Cone Penetration Test Estimated Location of Hand Auger Boring Artificial Fill Eolian Deposits Marine Deposits Af Qm HA-2 CPT-2 0 20 SCALE, FEET 40 Qe Feet Every reasonable effort has been made to assure the accuracy of the data provided, however, The City of Newport Beach and its employees and agents disclaim any and all responsibility from or relating to any results obtained in its use. Disclaimer: 0 400200 FILE NO: 8667-00 MAY 2022 FIGURE 2 - LOCATION MAP SITE: Pine Knot Motel 6302 W. Coast Hwy Figure 3 - Regional Geology 6302 W. Coast HwyNewport Beach, CA File: 8667-00 May 2022 Base map source: Portion of: PRELIMINARY DIGITAL GEOLOGICAL MAP OF THE 30’ X 60’ SANTA ANA QUADRANGLE, SOUTHERN CALIFORNIA, VERSION 2.0 U.S. Geological Survey, Open File Report 99-172 Compiled by Douglas M. Morton, Kelly R. Bovard, and Rachel M. Alvarez 2004 SITE 6302 W. Coast Hwy 0 8,000 SCALE, FEET 16,000 SITE 6302 W. Coast Hwy Figure 4 - Fault Location Map 6302 W. Coast Hwy Newport Beach, CA File: 8667-00 May 2022 Figure 5 - Geologic Hazards Map 6302 W. Coast Hwy Newport Beach, CA File: 8667-00 May 2022 Areas where historic occurrence of liquefaction, or local geological, geotechnical and groundwater conditions indicate a potential for permanent ground displacements such that mitigation as defined in Public Resources Code Section 2693(c) would be required. EXPLANATION Base map source: California Department of Conservation, Division of Mines and Geology, Areas where previous occurrence of landslide movement, or local topographic, geological, geotechnical and subsurface water conditions indicate a potential for permanent ground displacements such that mitigation as defined in Public Resources Code Section 2693(c) would be required. Newport Beach QuadrangleSeismic Hazard Zone Report for the Newport Beach 7.5-Minute Quadrangle, Orange County, California. California Geological Survey, Seismic Hazard Zone Report 03. Liquefaction Released: April 17, 1997Landslide Released: April 15, 1998 SITE 6302 W. Coast Hwy Feet Every reasonable effort has been made to assure the accuracy of the data provided, however, The City of Newport Beach and its employees and agents disclaim any and all responsibility from or relating to any results obtained in its use. Disclaimer: 0 400200 MAY 2022 FIGURE 4 - GEOLOGIC HAZARDS MAPFILE NO: 8667-00 SITE: 6302 W. Coast Hwy Liquefaction Hazard Zone Every reasonable effort has been made to assure the accuracy of the data provided, however, The City of Newport Beach and its employees and agents disclaim any and all responsibility from or relating to any results obtained in its use. Disclaimer: 0 8040 FILE NO: 8667-00 Feet MAY 2022 FIGURE 7 - AERIAL MAP FILE NO: 8667-00 FIGURE 8 - OIL and GAS WELL MAPMAY 2022 Idle Well Active Well Plugged Well Idle Injector Well Active Injector Well Plugged Injector Well https://www.conservation.ca.gov/calgem/Pages/Wellfinder.aspx SITE: 6302 W Coast Hwy APPENDIX A REFERENCES APPENDIX A REFERENCES (6302 W. Coast HWY) R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 1. RdM Surveying Inc., 2021, “Topographic Survey, 6302 W. Coast Highway, Newport Beach, CA,” Scale 1”=8’, Job: 82-63, November 19. 2. Applied Geotechnical, Inc, 2017, “Preliminary Geotechnical Investigation for Single Family Dwelling Addition, 218 Prospect Street, Newport Beach, California,” W.O. 1708- 13, August 23. 3. American Society of Civil Engineers (ASCE), 2019, ASCE 7 Hazard Tool, https://seismicmaps.org/ 4. ASCE/SEI 7-16, “Minimum Design Loads and Associated Criteria for Buildings and Other Structures.” 5. Barrows, A. G., 1974, “A Review of the Geology and Earthquake History of the Newport- Inglewood Structural Zone, Southern California,” California Division of Mines and Geology, Special Report 114. 6. Building Seismic Safety Council, 2004, National Earthquake Hazards Reduction Program (NEHRP) Recommended Provisions for Seismic Regulations for New Buildings and Other Structures (FEMA 450), 2003 Edition, Part 2: Commentary, Washington D.C. 7. California Building Code, 2019 Edition. 8. California Division of Mines and Geology, 1998, “Seismic Hazards Zones Map, Newport Beach Quadrangle”. 9. California Divisions of Mines and Geology, 2008, “Guidelines for Evaluating and Mitigating Seismic Hazards in California,” Special Publication 117A. 10. Cal/OSHA Title 8 Regulations, 2006. 11. City of Newport Beach, 2014, Community Development Department, Building Division, Building Code Policy, “Liquefaction Study Mitigation Measures,” revised July 14. 12. City of Newport Beach Seismic Safety Element, 2008. 13. Coast Geotechnical, 2003, “Geotechnical Engineering Investigation for Proposed New Residence at 7104 West Ocean Front, Newport Beach, California,” W.O 233803, November 3. 14. Department of the Navy, 1982, NAVFAC DM-7.1, Soil Mechanics, Design Manual 7.1, Naval Facilities Engineering Command. 15. Earthquake Engineering Research Institute (EERI), 2003, “Evaluation of Tsunami Risk to Southern California Coastal Cities,” January. 16. Eric Aust, 2022, “Pine Knot Motel, 6302 W. Coast Highway, Newport Beach, California, 92663,” Scale: 1/4” = 1’0”, Job # 2113, Sheets a1.0 and a1.1, January 27. 17. Eric Aust, 2022, “Pine Knot Motel, 6302 W. Coast Highway, Newport Beach, California, 92663,” Scale: 1/8” = 1’0”, Job # 2113, January 25. 18. Geo-etka, Inc, 2006, “Preliminary Foundation Soils Exploration at 227 62nd Street, Newport Beach, California,” Job No. F-10616-06, March 15. 19. Hart, E. W., and Bryant, W. A., 1997, “Fault-Rupture Hazard Zones in California, Alquist- Priolo Earthquake Fault Zoning Act: California Division of Mines and Geology,” Special Publication 42 (Interim Supplements and Revisions 1999, 2003, and 2007). 20. Jennings, Charles W., et al., 1994, “Fault Activity Map of California and Adjacent Areas,” California Division of Mines and Geology, Geologic Data Map No. 6. 21. Martin, G. R. and Lew, M., 1999, “Recommended Procedures for Implementation of DMG Special Publication 117, Guidelines for Analyzing and Mitigating Liquefaction Hazards in California,” Southern California Earthquake Center (SCEC), University of Southern California, 63 pages, March. APPENDIX A REFERENCES (6302 W. Coast HWY) R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 22. Morton and Miller, 1981, Geologic Map of Orange County, CDMG Bulletin 204. 23. Morton, P. K., Miller, R. V., and Evans, J. R., 1976, “Environmental Geology of Orange County, California: California Division of Mines and Geology,” Open File Report 79-8 LA. 24. Morton, D. M., Bovard, Kelly H., and Alvarez, Rachel M., 2004, “Preliminary Digital Geological Map of the 30’ X 60’ Santa Ana Quadrangle, Southern California,” Version 2.0, Open-File Report 99-172, Version 2.0 – 2004. 25. Morton, Douglas M., and Miller, Fred K., Compilers, 2006, “Geologic Map of the San Bernardino and Santa Ana 30’ X 60’ Quadrangles, California,” U. S. Geological Survey Open File Report 2006-1217. 26. Petersen, M. D., Bryant, W. A., Cramer, C. H., Cao, T., Reichle, M. S., Frankel, A. D., Lienkaemper, J. J., McCrory, P. A., and Schwartz, D. P., 1996, “Probabilistic Seismic Hazard Assessment for the State of California,” Department of Conservation, Division of Mines and Geology, DMG Open-File Report 96-08, USGS Open File Report 96-706. 27. Schmertmann, Dr. John H., 1977, “Guidelines for CPT Performance and Design,” prepared for the Federal Highway Administration, U. S. Department of Transportation, FHWA-TS-78-209, February. 28. Seed, Bolton H. and Idriss, I. M., 1974, “A Simplified Procedure for Evaluating Soil Liquefaction Potential,” Journal of Soil Mechanics, ASCE, Vol. 97, No. SM9, September, pp. 1249-1273. 29. Structural Engineers Association of California (SEAOC), 2019, OSHPD Seismic Design Maps, https://seismicmaps.org/. 30. Tan, Siang, S., and Edgington, William J., 1976, "Geology and Engineering Geology of the Laguna Beach Quadrangle, Orange County, California," California Division of Mines and Geology, Special Report 127. 31. Terzaghi, Karl, Peck, Ralph B., and Mesri, Ghoamreza, 1996, “Soil Mechanics in Engineering Practice, Third Edition,” John Wiley & Sons, Inc. 32. Tokimatsu, K., and Seed, H. B., 1987, “Evaluation of Settlements in Sands Due to Earthquake Shaking,” Journal of Geotechnical Engineering, ASCE, Vol. 113, No. 8, pp. 861-878. 33. Vedder, J. G., Yerkes, R. F., and Schoellhamer, J. E., 1957, Geologic Map of the San Joaquin Hills-San Juan Capistrano Area, Orange County, California, U. S. Geological Survey, Oil and Gas Investigations Map OM-193. 34. Zhang, G., Robertson, P. K., and Brachman, R. W. I., 2002, “Estimating Liquefaction- induced Ground Settlements from CPT for Level Ground,” Canadian Geotechnical Journal 39: 1168-1180. APPENDIX B FIELD EXPLORATION APPENDIX B FIELD EXPLORATION (6302 W Coast Highway) R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 General Subsurface conditions were explored with two Cone Penetrometer (CPT) Soundings on February 21, 20212. The CPT soundings were performed by Kehoe Testing and Engineering to depths of refusal at approximately 48 and 50 feet. CPT Data Profiles are attached along with copies of the CPT Interpretation files used in our liquefaction analyses. In addition, two auger borings were excavated on February 21, 2022. The borings were excavated to depths of approximately 6.5 feet below ground surface (bgs) using a hand auger. A Key to Logs is included as Figure B-1. Boring Logs are included as Figures B-2 and B-3. The CPT plots are attached as Figures B-4 and B-5. The approximate CPT and boring exploratory locations are shown on the Geotechnical Plot Plan, Figure 1. Soundings for the Cone Penetrometer Tests and boring excavations were observed by our field geologist who logged the soils and obtained samples for identification and laboratory testing. Exploratory excavations were located in the field by pacing from known landmarks. Their locations as shown are, therefore, within the accuracy of such measurements. Elevations were determined by interpolation between points on the Topographic Survey by RdM (Reference 1). Sample Program 1. Hand Augers - Relatively undisturbed drive samples were obtained by utilizing a sampler lined on the inside with brass rings, each 1-inch long and 2.5-inches outside diameter. The sample was typically driven for a total length of about 6-inches. The number of blows per 6-inches of driving were recorded on the boring logs. The slide hammer used to drive the samples has a weight of 10.3 pounds with effort. The slide hammer drop height was 18-inches. The hammer weight alone was not sufficient to drive the sample; additional energy was applied by the drilling operator by thrust force on the hammer from the topmost position.* The brass rings were removed from the sampler and transferred into a plastic tube and sealed. 2. The cone penetration or cone penetrometer test (CPT) is a method used to determine the geotechnical engineering properties of soils and delineating soil stratigraphy. The test method consists of pushing an instrumented cone, with the tip facing down, into the ground at a controlled rate (controlled between 1.5 -2.5 cm/s). The cone tip cross- sectional area was 10 cm², corresponding to a diameter of 3.6 cm. The CPT soundings were performed by Kehoe Testing and Engineering. 3. Bulk samples representative of subsurface conditions were collected from the excavations, sealed in plastic bags and returned to the laboratory. Summary The soils were classified based on field observations and laboratory tests. The classification is in accordance with ASTM D 2487 (the Unified Soil Classification System). Collected samples were transported to the laboratory for testing. Groundwater was observed at depths of 5 feet at the time of our investigation on February 21, 2022. UNIFIED SOIL CLASSIFICATION CHART CLEANGRAVELS GRAVELWITHFINES CLEANSANDS SANDSWITHFINES GW GP GM GC SW SP SM SC ML CL OL MH CH OH PT GROUPSYMBOLS SYMBOLMAJOR DIVISIONS TYPICAL NAMES HIGHLY ORGANIC SOILS SILTS AND CLAYS: Liquid Limit 50% or less SILTS AND CLAYS: Liquid Limit greater than 50% Well graded gravels and gravel-sand mixtures, little orno fines Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays Poorly graded gravels and gravel-sand mixtures, littleor no fines Silty gravels, gravel-sand-silt mixtures Clayey gravels, gravel-sand-clay mixtures Well graded sands and gravelly sand, little or no fines Poorly graded sands and gravelly sands, little or nofines Silty sands, sand-silt mixtures Clayey sands, sand-clay mixtures Inorganic silts, very fine sands, rock flour, silty orclayey fine sands Organic silts and organic silty clays of low plasticity Inorganic silts, micaceous or diatomaceous fine sandsor silts, elastic clays Inorganic clays of high plasticity, fat clays Organic clays of medium to high plasticity Peat, muck, and other highly organic soils KEY TO LOGS COARSE-GRAINED SOILS: more than 50% retained on No. 200 sieve (based on the material passing the 3-inch [75mm] sieve) FINE-GRAINED SOILS: 50% or more passes No. 200 sieve* GRAVELS: 50% or more of coarse fraction retained on No. 4 sieve SANDS:more than 50% ofcoarse fractionpasses No. 4 sieve Water level SYMBOL Figure B-1: Unied Soil Classication Chart / Key To Logs NOTATION SAMPLER TYPE C Core barrel CA California split-barrel sampler with 2.5-inch outside diameter and a 1.93-inch inside diameter D&M Dames & Moore piston sampler using 2.5-inch outside diameter, thin-walled tube O Osterberg piston sampler using 3.0-inch outside diameter, thin-walled Shelby tube PTB Pitcher tube sampler using 3.0-inch outside diameter, thin-walled Shelby tube S&H Sprague & Henwood split-barrel sampler with a 3.0-inch outside diameter and a 2.43-inch inside diameter SPT Standard Penetration Test (SPT) split-barrel sampler with a 2.0-inch outside diameter and a 1.5-inch inside diameter ST Shelby Tube (3.0-inch outside diameter, thin-walled tube) advanced with hydraulic pressure NR No Recovery Modified California Sampler (3" O.D.) Modified California Sampler, no recovery Standard Penetration Test, ASTM D 1586 Standard Penetration Test, no recovery Thin-walled tube sample using Pitcher barrel Thin-walled tube sample, pushed or used Osterberg sampler Disaggregated (bulk) sample DE P T H US C S BL O W C O U N T IN - P L A C E S A M P L E BA G S A M P L E MO I S T U R E ( % ) DR Y D E N S I T Y ( P C F ) MATERIAL DESCRIPTION NOTES DE P T H LOG OF BORING R MCCARTHY CONSULTING, INC. 5 10 15 20 25 5 10 15 20 25 EQUIPMENT: 4” Diam Hand Auger SURFACE ELEVATION: 9.5' +/- BORING NO: HA-1 FILE NO: 8667-00 FIGURE B-2 BY: GM Total Depth: 6.5 feet Groundwater at 5 feet Heavy Caving at 6.5 feet SITE LOCATION: Pine Knot Motel, 6302 W. Coast HwyCentral courtyard, south side RESIDUAL SOIL (Af): Medium brown silty SAND, moist, loose, planter soil in upper 8” BEACH/MARINE DEPOSITS (Qe/Qm): At 1’: Pale brown beach SAND, moist, loose to medium dense D1 at 2’: Same D2 at 4’: Same D3 at 6’: Pale brown SAND, wet, medium dense, medium grained, poor recovery DATE: 2/21/22 Only cap first letter of sentence. Color, MATERIAL TYPE, moisture, stiffness, density, fineness, all other descriptions SP SM/ SP 22___6” 25___6” 25___6” 2.8 21.9 2.8 100 103 Max Dry Density (105 pcf, 14.0%) Expansion Index (EI = 3) Chemical Tests Direct Shear (Remold) (C=0 psf, Phi=33 deg) Grain Size (2.0 % passing #200) DE P T H US C S BL O W C O U N T IN - P L A C E S A M P L E BA G S A M P L E MO I S T U R E ( % ) DR Y D E N S I T Y ( P C F ) MATERIAL DESCRIPTION NOTES DE P T H LOG OF BORING R MCCARTHY CONSULTING, INC. 5 10 15 20 25 5 10 15 20 25 EQUIPMENT: 4” Diam Hand Auger SURFACE ELEVATION: 9.5' +/- BORING NO: HA-2 FILE NO: 8667-00 FIGURE B-3 BY: GM Total Depth: 6.5 feet Groundwater at 5 feet Heavy Caving at 6.5 feet SITE LOCATION: Pine Knot Motel, 6302 W. Coast HwyCentral courtyard, north side RESIDUAL SOIL (Af): Medium brown silty SAND, moist, loose, dry, roots, planter fill upper 10” BEACH/MARINE DEPOSITS (Qe/Qm): At 1’: Pale brown SAND, moist, loose to medium dense D1 at 2’: Same with scattered roots D2 at 4’: Same, poor recovery D3 at 6’: Gray SAND, wet, medium dense, fine grained, poor recovery DATE: 2/21/22 Only cap first letter of sentence. Color, MATERIAL TYPE, moisture, stiffness, density, fineness, all other descriptions SM SP 23___6” 24___6” 26___6” 5.8 21.0 6.8 109 Grain Size (1.6 % passing #200) Grain Size (3.4 % passing #200) Grain Size (2.7 % passing #200) Project: R. McCarthy Consultants Kehoe Testing and Engineering 714-901-7270 steve@kehoetesting.com www.kehoetesting.com Total depth: 50.28 ft, Date: 2/21/20226302 W. Coast Highway, Newport Beach, CA CPT-1 Location: Cone resistance HAND AUGER Tip resistance (tsf) 7006005004003002001000 Dep t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance Sleeve friction HAND AUGER Friction (tsf) 1086420 Dep t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Sleeve friction Pore pressure u HAND AUGER Pressure (psi) 20100-10-20 Dep t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Pore pressure u Friction ratio HAND AUGER Rf (%) 876543210 Dep t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Friction ratio Soil Behaviour Type HAND AUGER SBT (Robertson, 2010) 181614121086420 Dep t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Soil Behaviour Type Silty sand & sandy silt Sand & silty sand Sand Sand Sand & silty sand Sand Sand Sand & silty sand Sand & silty sand Sand & silty sand Sand Sand & silty sand Silty sand & sandy silt Sand & silty sand Sand Sand & silty sand Sand & silty sand Very dense/stiff soil Silty sand & sandy silt Very dense/stiff soil Very dense/stiff soil Sand & silty sand CPeT-IT v.2.3.1.9 - CPTU data presentation & interpretation software - Report created on: 2/22/2022, 10:07:17 AM 1 Project file: C:\CPT Project Data\RMcCarthy-NewportBeach2-22\CPT Report\CPeT.cpt FIGURE B-4 Project: R. McCarthy Consultants Kehoe Testing and Engineering 714-901-7270 steve@kehoetesting.com www.kehoetesting.com Total depth: 48.24 ft, Date: 2/21/20226302 W. Coast Highway, Newport Beach, CA CPT-2 Location: Cone resistance HAND AUGER Tip resistance (tsf) 7006005004003002001000 Dep t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance Sleeve friction HAND AUGER Friction (tsf) 1086420 Dep t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Sleeve friction Pore pressure u HAND AUGER Pressure (psi) 20100-10-20 Dep t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Pore pressure u Friction ratio HAND AUGER Rf (%) 876543210 Dep t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Friction ratio Soil Behaviour Type HAND AUGER SBT (Robertson, 2010) 181614121086420 Dep t h ( f t ) 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Soil Behaviour Type Sand & silty sand Silty sand & sandy silt Sand & silty sand Sand Sand & silty sand Sand Sand & silty sand Sand Silty sand & sandy silt Sand & silty sand Very dense/stiff soil Silty sand & sandy silt Sand & silty sand Very dense/stiff soilVery dense/stiff soil Sand & silty sand CPeT-IT v.2.3.1.9 - CPTU data presentation & interpretation software - Report created on: 2/22/2022, 10:07:17 AM 2 Project file: C:\CPT Project Data\RMcCarthy-NewportBeach2-22\CPT Report\CPeT.cpt FIGURE B-5 APPENDIX C LABORATORY TESTING APPENDIX C LABORATORY TESTING (6302 W. Coast Highway) R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 The laboratory testing program was designed to fit the specific needs of this project and was limited to testing the soil samples collected during the on-site exploration. The test program was performed by our laboratory and supplemented with testing by HDR, Inc. Soils were classified visually and per the results of laboratory testing according to ASTM D2487, the Unified Soil Classification System (USCS). The field moisture content and dry densities of the soils encountered were determined by performing laboratory tests on the collected samples. The results of the moisture tests, density determinations and soil classifications are shown on the Boring Logs, Figures B-2 through B-4. Maximum Density The maximum dry density and optimum moisture content relationships were determined for representative samples of the on-site soil. The laboratory standard used was ASTM D1557. The test results are presented below in Table C-1 and on Figure C-1. TABLE C-1 RESULTS OF MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT ASTM D1557 Expansion Index Test Expansion index tests were performed in accordance with ASTM D4829. The results are summarized in Table C-2 below. TABLE C-2 RESULTS OF EXPANSION INDEX ASTM D4829 Test Location Soil Classification Soil Description Maximum Dry Density (pcf) Optimum Moisture Content % HA-1 @ 0-5’ SP Brown SAND 105.0 14.0 Test Location Soil Classification Expansion Index Expansion Potential Moisture Content % Saturation % HA-1 @ 0-5’ SP 3 Very Low 12.5 Initial 21.3 Final 51 Initial 87 Final APPENDIX C LABORATORY TESTING (6302 W. Coast Highway) R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Gradation Particle size analysis consisting of mechanical sieve analysis were performed on representative samples of the on-site soils in accordance with ASTM D1140 and C-136. The test results are presented graphically herein on Figures C-2 through C-5. The percentage of particles passing the No. 200 (75μm) sieve are tabulated in Table C-3 below: TABLE C-3 GRAIN SIZE – FINES CONTENT Location Classification Percent Fines (Passing #200) Figure No. HA-1 @ 6’ SP 2.0 C-2 HA-2 @ 0-5’ SP 1.6 C-3 HA-2 @ 4 SP 3.4 C-4 HA-2 @ 6’ SP 2.7 C-5 Direct Shear – Relatively Undisturbed Direct shear tests were performed on selected relatively undisturbed samples which were saturated under a surcharge equal to the applied normal force during testing. The apparatus used is in conformance with the requirements outlined in ASTM D3080. The test specimens, approximately 2.5-inches in diameter and 1-inch in height, were subjected to simple shear along a plane at mid-height after allowing time for pore pressure dissipation prior to application of shearing force. The samples were tested under various normal loads, a different specimen being used for each normal load. The samples were sheared at a constant rate of strain of 0.005-inches per minute. Shearing of the specimens was continued until the shear stress became essentially constant or until a deformation of approximately 10 percent of the original diameter was reached. The peak and ultimate shear stress values were plotted versus applied normal stress, and a best-fit straight line through the plotted points was determined to arrive at the cohesion and the angle of internal friction parameters of the soil samples. The direct shear test results are presented in Figures C-6. APPENDIX C LABORATORY TESTING (6302 W. Coast Highway) R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Sulfate Test A sulfate test was performed by HDR, Inc. The results are included in Table C-4 below: TABLE C-4 RESULTS OF SULFATE TESTS ASTM D4327 Test Location Soil Classification Soluble Sulfate Content (ppm) Sulfate Exposure HA-1 @ 0-5’ SP 9.3 S0 Chemical Testing A series of chemical tests were performed on a representative sample of the on-site soils by HDR, Inc. The HDR test results are attached. A summary of selected test results is included in Table C-5. TABLE C-5 RESULTS OF SELECTED CHEMICAL TESTS Test Location Soil Classification pH Soluble Sulfates (mg/kg) ASTM D4327 Soluble Chlorides (mg/kg) ASTM D4327 Min. Resistivity (ohm-cm) ASTM G187 HA-1 @ 0-5’ SP 7.7 9.3 8.6 35,200 Date: C-1 Sample Identification HA-1 @ 0-5' MAXIMUM DENSITY & OPTIMUM MOISTURE CONTENT DETERMINATION File No.: 8667-00 May - 2022 Figure: Sample Description Brown SAND Maximum Dry Density (pcf) 105.0 Optimum Moisture Content (%) 14.5 90.0 95.0 100.0 105.0 110.0 115.0 120.0 125.0 130.0 135.0 140.0 0 5 10 15 20 25 30 Dr y D e n s i t y ( p c f ) Moisture Content (%) 2.60 2.65 2.70 PASSING NO. 200 (%) May 2022 SILT SP LOCATION C-2Figure No.: 1.8 File No.: 8667-00 Date: SAMPLE IDENTIFICATION SOIL DESCRIPTION 6' PARTICLE SIZE ANALYSIS COMPARISON CC Coarse 2.0 Fine DEPTH (FT) 0.9 USCSCU CLAY Medium Brown SAND SAND C O B B L E GRAVEL HA-1 0 10 20 30 40 50 60 70 80 90 100 0.0010.0100.1001.00010.000100.000 PE R C E N T P A S S I N G PARTICLE SIZE (MILLILMETERS) PARTICLE SIZE (INCHES OR SIEVE NO.) 3" 1 1/2" 3/4" 3/8" 4 10 20 40 60 100 200 CLAY PASSING NO. 200 (%) May 2022 SILT SP LOCATION C-3Figure No.: 1.9 1.0 USCS File No.: 8667-00 Date: SAMPLE IDENTIFICATION SAND C O B B L E GRAVEL HA-2 PARTICLE SIZE ANALYSIS COMPARISON CC Coarse 1.6 Fine DEPTH (FT) SOIL DESCRIPTION 0-5' CU Medium Brown SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.0100.1001.00010.000100.000 PE R C E N T P A S S I N G PARTICLE SIZE (MILLILMETERS) PARTICLE SIZE (INCHES OR SIEVE NO.) 3" 1 1/2" 3/4" 3/8" 4 10 20 40 60 100 200 Medium Brown SAND SAND C O B B L E GRAVEL HA-2 PARTICLE SIZE ANALYSIS COMPARISON CC Coarse 3.4 Fine DEPTH (FT) 1.1 USCS File No.: 8667-00 Date: SAMPLE IDENTIFICATION SOIL DESCRIPTION 4' CU CLAY PASSING NO. 200 (%) May 2022 SILT SP LOCATION C-4Figure No.: 1.9 0 10 20 30 40 50 60 70 80 90 100 0.0010.0100.1001.00010.000100.000 PE R C E N T P A S S I N G PARTICLE SIZE (MILLILMETERS) PARTICLE SIZE (INCHES OR SIEVE NO.) 3" 1 1/2" 3/4" 3/8" 4 10 20 40 60 100 200 PASSING NO. 200 (%) May 2022 SILT SP LOCATION C-5Figure No.: 1.7 File No.: 8667-00 Date: SAMPLE IDENTIFICATION SOIL DESCRIPTION 6' PARTICLE SIZE ANALYSIS COMPARISON CC Coarse 2.7 Fine DEPTH (FT) 1.0 USCSCU CLAY Medium Brown SAND SAND C O B B L E GRAVEL HA-2 0 10 20 30 40 50 60 70 80 90 100 0.0010.0100.1001.00010.000100.000 PE R C E N T P A S S I N G PARTICLE SIZE (MILLILMETERS) PARTICLE SIZE (INCHES OR SIEVE NO.) 3" 1 1/2" 3/4" 3/8" 4 10 20 40 60 100 200 Dry Density (pcf) Angle of Friction - degrees (Ultimate) 28.095.2 Moisture Content (%) 24.3 HA-1 @ 0-5' Characteristics Cohesion - psf (Peak)0 Sample Identification Shear Strength Angle of Friction - degrees (Peak) Cohesion - psf (Ultimate)150 33.0 C-6Figure No.:May - 2022 Rate of Shear 0.05 in/min Sample Type Remolded Date:8667-00 DIRECT SHEAR TEST File No.: 0 1000 2000 3000 4000 5000 6000 0 1000 2000 3000 4000 5000 6000 Sh e a r i n g S t r e s s ( p s f ) Normal Stress (psf) DATE: ATTENTION: Rob McCarthy       TO:       SUBJECT:       COMMENTS: James T. Keegan, MD Corrosion and Lab Services Section Manager TRANSMITTAL LETTER 8667-00 - Pine Knot Motel Enclosed are the results for the subject project.   23 Corporate Plaza, Suite 150 Laboratory Test Data Newport Beach, CA 92660 March 2, 2022 Your #8667-00, HDR Lab #22-0236LAB R McCarthy Consulting, Inc. 431 West Baseline Road ∙ Claremont, CA 91711 Phone: 909.962.5485 ∙ Fax: 909.626.3316 Sample ID HA-1 @ 0-5' Resistivity Units as-received ohm-cm 80,000 saturated ohm-cm 35,200 pH 7.7 Electrical Conductivity mS/cm 0.03 Chemical Analyses Cations calcium  Ca2+mg/kg 39 magnesium Mg2+mg/kg ND sodium Na1+mg/kg 18 potassium K1+mg/kg 5.0 ammonium NH41+mg/kg ND Anions carbonate CO32-mg/kg ND bicarbonate HCO31-mg/kg 113 fluoride F1-mg/kg 1.9 chloride Cl1-mg/kg 8.6 sulfate SO42-mg/kg 9.3 nitrate NO31-mg/kg 1.7 phosphate PO43-mg/kg 4.6 Other Tests sulfide S2-qual na Redox mV na Resistivity per ASTM G187, pH per ASTM G51, Cations per ASTM D6919, Anions per ASTM D4327, and Alkalinity per APHA 2320-B. Electrical conductivity in millisiemens/cm and chemical analyses were made on a 1:5 soil-to-water extract. mg/kg = milligrams per kilogram (parts per million) of dry soil. Redox = oxidation-reduction potential in millivolts ND = not detected na = not analyzed Table 1 - Laboratory Tests on Soil Samples 8667-00 - Pine Knot Motel Your #8667-00, HDR Lab #22-0236LAB 2-Mar-22 R McCarthy Consulting, Inc. 431 West Baseline Road ∙ Claremont, CA 91711 Phone: 909.962.5485 ∙ Fax: 909.626.3316 Page 2 of 2 R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 APPENDIX D STANDARD GRADING GUIDELINES APPENDIX D STANDARD GRADING GUIDELINES (6302 W. Coast Hwy) R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 GENERAL These Guidelines present the usual and minimum requirements for grading operations observed by R McCarthy Consulting, Inc., (RMC), or its designated representative. No deviation from these guidelines will be allowed, except where specifically superseded in the geotechnical report signed by a registered geotechnical engineer. The placement, spreading, mixing, watering, and compaction of the fills in strict accordance with these guidelines shall be the sole responsibility of the Contractor. The construction, excavation, and placement of fill shall be under the direct observation of the Geotechnical Engineer or any person or persons employed by the licensed Geotechnical Engineer signing the soils report. If unsatisfactory soil-related conditions exist, the Geotechnical Engineer shall have the authority to reject the compacted fill ground and, if necessary, excavation equipment will be shut down to permit completion of compaction. Conformance with these specifications will be discussed in the final report issued by the Geotechnical Engineer. SITE PREPARATION All brush, vegetation and other deleterious material such as rubbish shall be collected, piled and removed from the site prior to placing fill, leaving the site clear and free from objectionable material. Soil, alluvium, or rock materials determined by the Geotechnical Engineer as being unsuitable for placement in compacted fills shall be removed from the site. Any material incorporated as part of a compacted fill must be approved by the Geotechnical Engineer. The surface shall then be plowed or scarified to a minimum depth of 6-inches until the surface is free from uneven features that would tend to prevent uniform compaction by the equipment used. After the area to receive fill has been cleared and scarified, it shall be disced or bladed by the contractor until it is uniform and free from large clods, brought to the proper moisture content and compacted to minimum requirements. If the scarified zone is greater than 12- inches in depth, the excess shall be removed and placed in lifts restricted to 6-inches. Any underground structures such as cesspools, cisterns, mining shafts, tunnels, septic tanks, wells, pipe lines or others not located prior to grading are to be removed or treated in a manner prescribed by the Geotechnical Engineer. MATERIALS Materials for compacted fill shall consist of materials previously approved by the Geotechnical Engineer. Fill materials may be excavated from the cut area or imported from other approved sources, and soils from one or more sources may be blended. Fill soils shall be free from organic (vegetation) materials and other unsuitable substances. Normally, the material shall contain no rocks or hard lumps greater than 6-inches in size and shall contain at least 50 percent of material smaller than 1/4-inch in size. Materials greater than 4-inches in size shall be APPENDIX D STANDARD GRADING GUIDELINES (6302 W. Coast Hwy) R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 placed so that they are completely surrounded by compacted fines; no nesting of rocks shall be permitted. No material of a perishable, spongy, or otherwise of an unsuitable nature shall be used in the fill soils. Representative samples of materials to be utilized, as compacted fill shall be analyzed in the laboratory by the Geotechnical Engineer to determine their physical properties. If any material other than that previously tested is encountered during grading, the appropriate analysis of this material shall be conducted by the Geotechnical Engineer in a timely manner. PLACING, SPREADING, AND COMPACTING FILL MATERIAL Soil materials shall be uniformly and evenly processed, spread, watered, and compacted in thin lifts not to exceed 6-inches in thickness. Achievement of a uniformly dense and uniformly moisture conditioned compacted soil layer should be the objective of the equipment operators performing the work for the Owner and Contractor. When the moisture content of the fill material is below that specified by the Geotechnical Engineer, water shall be added by the Contractor until the moisture content is near optimum as specified. Moisture levels should generally be at optimum moisture content or greater. When the moisture content of the fill material is above that specified by the Geotechnical Engineer, the fill material shall be aerated by the Contractor by blading, mixing, or other satisfactory methods until the moisture content is near the specified level. After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted to 90 percent of the maximum laboratory density in compliance with ASTM D1557 (five layers). Compaction shall be accomplished by sheepsfoot rollers, vibratory rollers, multiple-wheel pneumatic-tired rollers, or other types of acceptable compacting equipment. Equipment shall be of such design that it will be able to compact the fill to the specified density. Compaction shall be continuous over the entire area and the equipment shall make sufficient passes to obtain the desired density uniformly. A minimum relative compaction of 90 percent out to the finished slope face of all fill slopes will be required. Compacting of the slopes shall be accomplished by backrolling the slopes in increments of 2 to 5 feet in elevation gain or by overbuilding and cutting back to the compacted inner core, or by any other procedure, which produces the required compaction. GRADING OBSERVATIONS The Geotechnical Engineer shall observe the fill placement during the course of the grading process and will prepare a written report upon completion of grading. The compaction report shall make a statement as to compliance with these guidelines. As a minimum, one density test shall be required for each 2 vertical feet of fill placed, or 1 for each 1,000 cubic yards of fill, whichever requires the greater number of tests; however, testing should not be limited based on these guidelines and more testing is generally preferable. APPENDIX D STANDARD GRADING GUIDELINES (6302 W. Coast Hwy) R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Processed ground to receive fill, including removal areas such as canyon or swale cleanouts, must be observed by the Geotechnical Engineer and/or Engineering Geologist prior to fill placement. The Contractor shall notify the Geotechnical Engineer when these areas are ready for observation. UTILITY LINE BACKFILL Utility line backfill beneath and adjacent to structures; beneath pavements; adjacent and parallel to the toe of a slope; and in sloping surfaces steeper than ten horizontal to one vertical (10:1), shall be compacted and tested in accordance with the criteria given in the text of this report. Alternately, relatively self-compacting material may be used. The material specification and method of placement shall be recommended and observed by the Soil Engineer, and approved by the Geotechnical Engineer and Building Official before use and prior to backfilling. Utility line backfill in areas other than those stated above are generally subject to similar compaction standards and will require approval by the Soil Engineer. The final utility line backfill report from the Project Soil Engineer shall include an approval statement that the backfill is suitable for the intended use. PROTECTION OF WORK During the grading process and prior to the complete construction of permanent drainage controls, it shall be the responsibility of the Contractor to provide good drainage and prevent ponding of water and damage to adjoining properties or to finished work on the site. After the Geotechnical Engineer has finished observations of the completed grading, no further excavations and/or filling shall be performed without the approval of the Geotechnical Engineer. APPENDIX E RESULTS OF LIQUEFACTION ANALYSES R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150, Newport Beach, CA 92660 Table E-1 Results of Liquefaction Analyses Summary 6302 W Coast Highway File No: 8667-00 Smax Figure Condition Location (inches) E1/E2 Existing CPT-1 2.58 E3/E4 Existing CPT-2 1.27 Smax = Calculated maximum settlement of potential liquefiable layers in the upper 50 feet Boulanger & Idriss (2010-2016) Idriss & Boulanger (2008) Please see the associated figures for additional details. Computation: GeoAdvanced GeoSuite Software Version 3.1.0.1, developed by Fred Yi, PhD, PE, GE. www.geoadvanced.com Project: Location: Project No.: CPT No.: Enclosure: Liquefaction Potential - CPT Data Pine Knot Motel 6302 W Coast Highway 8667-00 CPT-1 E-1 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM C: \ U s e r s \ r o b m a \ R M C C o s t a M e s a D r o p b o x \ E m p l o y e e L i s t \ E x p a n s i o n \ P r o j e c t s \ 8 6 0 0 - 8 6 9 9 - 0 0 R M C P r o j e c t F i l e s \ 8 6 6 7 - 0 0 - 6 3 0 2 W . C o a s t H wy , N B - P i n e K n o t M o t e l \ L i q u e f a c t i o n \ C P T - 1 \ G e o S u i t e _ 8 6 6 7 - 0 0 _ C P T - 1 . c s v Sensitive fine grained Organic soils - peats Clay to silty clay Silty clay to clayey silt Sandy silt to silty sand Silty sand to clean sand Dense sand to gravelly sand Clayey sand to very stiff sand Very stiff fine grained * * Overconsolidated or cemented Silt Correction: K=(1-FC)⁰ˑ⁷⁵ Earthquake & Groundwater Information: Magnitude = 7.1 Max. Acceleration = 0.75 g Project GW = 5 ft Maximum Settlement = 2.58 in Settl. at Bottom of Footing = 2.58 in Liquefaction: Robertson & Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Lateral spreading: Zhang et al (2004) M correction: [Sand] Idriss(1995); [Clay] Boulanger & Idriss(2004) σv correction: Idriss & Boulanger (2008) Stress reduction: Laio & Whiteman (1986) 0 5 SBTn 0 200 400 600 qc0 (tsf)|qc (tsf) 0510 fs (tsf) 123 Ic 00.51 CSR7.5|CRR7.5 01 FS 5 10 15 20 25 30 35 40 45 50 De p t h ( f t ) Project GW Boring GW Bottom of Footing Project: Location: Project No.: CPT No.: Enclosure: Seismic Settlement Potential - CPT Data Pine Knot Motel 6302 W Coast Highway 8667-00 CPT-1 E-2 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM C: \ U s e r s \ r o b m a \ R M C C o s t a M e s a D r o p b o x \ E m p l o y e e L i s t \ E x p a n s i o n \ P r o j e c t s \ 8 6 0 0 - 8 6 9 9 - 0 0 R M C P r o j e c t F i l e s \ 8 6 6 7 - 0 0 - 6 3 0 2 W . C o a s t H wy , N B - P i n e K n o t M o t e l \ L i q u e f a c t i o n \ C P T - 1 \ G e o S u i t e _ 8 6 6 7 - 0 0 _ C P T - 1 . c s v Sensitive fine grained Organic soils - peats Clay to silty clay Silty clay to clayey silt Sandy silt to silty sand Silty sand to clean sand Dense sand to gravelly sand Clayey sand to very stiff sand Very stiff fine grained * * Overconsolidated or cemented Silt Correction: K=(1-FC)⁰ˑ⁷⁵ Earthquake & Groundwater Information: Magnitude = 7.1 Max. Acceleration = 0.75 g Project GW = 5 ft Maximum Settlement = 2.58 in Settl. at Bottom of Footing = 2.58 in Liquefaction: Robertson & Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Lateral spreading: Zhang et al (2004) M correction: [Sand] Idriss(1995); [Clay] Boulanger & Idriss(2004) σv correction: Idriss & Boulanger (2008) Stress reduction: Laio & Whiteman (1986) 0 5 SBTn 0 200 400 600 qc0(tsf)|qc (tsf) 0510 fs (tsf) 123 Ic 00.51 CSR7.5|CRR7.5 01 FS 0102030 γmax (%) 024 εv (%) 012 ΣSi (in) 5 10 15 20 25 30 35 40 45 50 De p t h ( f t ) Project GW Boring GW Bottom of Footing CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 0.30 0.14 2.8 0.11 0.00 2.8 5.15 3 102 0.01 0.01 10.7 4.6 3.70 3 3.02 10.7 0.00 4.6 0.40 0.35 21.0 0.20 0.00 21.0 0.98 6 109 0.02 0.02 79.4 33.7 0.97 5 2.29 33.8 1.89 63.9 0.50 0.47 34.2 0.46 0.00 34.2 1.35 7 117 0.02 0.02 129.3 54.9 1.34 5 2.19 55.0 1.64 90.1 0.70 0.59 38.9 0.47 0.00 38.9 1.22 7 117 0.03 0.03 146.8 62.4 1.22 5 2.12 62.5 1.49 92.9 0.80 0.73 43.4 0.44 0.00 43.4 1.03 7 117 0.04 0.04 163.9 69.7 1.02 6 2.04 69.7 1.35 93.8 0.90 0.87 57.3 0.42 0.00 57.3 0.74 8 117 0.05 0.05 216.3 91.9 0.73 6 1.86 92.0 1.14 105.2 1.10 1.01 52.4 0.36 0.00 52.4 0.70 8 116 0.06 0.06 197.7 84.0 0.69 6 1.87 84.1 1.16 97.4 1.20 1.14 54.8 0.38 0.00 54.8 0.70 8 116 0.06 0.06 206.8 87.9 0.70 6 1.86 88.0 1.15 100.9 1.30 1.27 58.1 0.41 0.00 58.1 0.71 8 117 0.07 0.07 219.3 93.2 0.72 6 1.85 93.3 1.13 105.8 1.40 1.39 70.0 0.46 0.00 70.0 0.65 8 118 0.08 0.08 264.5 112.4 0.65 6 1.76 112.5 1.07 120.3 1.60 1.54 73.3 0.51 0.00 73.3 0.70 8 119 0.09 0.09 276.8 117.6 0.70 6 1.76 117.8 1.07 126.0 1.70 1.67 72.2 0.55 0.00 72.2 0.77 8 120 0.10 0.10 272.6 115.8 0.77 6 1.79 116.0 1.09 126.5 1.90 1.79 69.2 0.60 0.00 69.2 0.87 8 120 0.10 0.10 261.3 111.1 0.87 6 1.84 111.2 1.13 125.2 2.00 1.93 66.1 0.62 0.00 66.1 0.94 8 120 0.11 0.11 249.4 106.0 0.94 6 1.87 106.2 1.16 122.8 2.10 2.06 61.6 0.62 0.00 61.6 1.01 8 120 0.12 0.12 232.3 98.7 1.01 6 1.92 98.9 1.20 118.4 2.30 2.19 58.1 0.59 0.00 58.1 1.01 7 120 0.13 0.13 219.1 93.1 1.01 6 1.94 93.3 1.22 113.4 2.40 2.33 57.1 0.56 0.00 57.1 0.97 7 119 0.13 0.13 215.3 91.5 0.98 6 1.93 91.7 1.21 111.1 2.50 2.46 57.0 0.55 0.00 57.0 0.97 7 119 0.14 0.14 215.1 91.4 0.97 6 1.93 91.6 1.21 110.8 2.70 2.59 56.6 0.55 0.01 56.6 0.98 7 119 0.15 0.15 213.3 90.6 0.98 6 1.94 90.9 1.22 110.5 2.80 2.73 52.4 0.53 0.01 52.4 1.01 7 119 0.16 0.16 197.5 83.9 1.02 6 1.97 84.2 1.26 105.6 2.90 2.86 48.3 0.49 0.01 48.3 1.02 7 118 0.17 0.17 182.1 77.4 1.02 6 2.00 77.7 1.29 100.2 3.10 2.98 43.2 0.41 0.01 43.2 0.96 7 116 0.17 0.17 162.6 69.1 0.96 6 2.02 69.4 1.33 91.6 3.20 3.14 36.5 0.32 0.01 36.5 0.87 7 114 0.18 0.18 137.2 58.3 0.87 6 2.06 58.6 1.38 80.4 3.40 3.30 29.7 0.25 0.01 29.7 0.85 7 112 0.19 0.19 111.6 47.4 0.85 5 2.13 47.7 1.50 71.2 3.50 3.42 24.1 0.21 0.01 24.1 0.89 7 110 0.20 0.20 90.2 38.3 0.90 5 2.22 38.7 1.70 65.3 3.60 3.53 18.9 0.13 0.01 18.9 0.69 6 105 0.20 0.20 70.5 30.0 0.71 5 2.26 30.3 1.81 54.2 3.80 3.67 15.8 0.08 0.01 15.8 0.52 6 102 0.21 0.21 58.8 25.0 0.53 5 2.27 25.3 1.85 46.2 3.90 3.82 13.9 0.09 0.01 13.9 0.67 6 102 0.22 0.22 51.6 21.9 0.68 5 2.37 22.3 2.17 47.6 3.90 3.92 12.4 0.09 0.01 12.4 0.76 6 102 0.22 0.22 45.9 19.5 0.77 5 2.44 19.9 2.46 47.9 4.10 4.01 16.5 0.11 0.01 16.5 0.67 6 104 0.23 0.23 61.5 26.1 0.68 5 2.30 26.5 1.94 50.8 4.20 4.15 19.6 0.15 0.01 19.6 0.74 6 106 0.24 0.24 73.1 31.1 0.75 5 2.26 31.5 1.80 56.0 4.40 4.29 21.6 0.15 0.01 21.6 0.69 7 107 0.24 0.24 80.8 34.3 0.70 5 2.20 34.7 1.67 57.2 4.50 4.41 21.7 0.16 0.01 21.7 0.73 7 107 0.25 0.25 81.1 34.5 0.74 5 2.21 34.9 1.69 58.2 4.60 4.54 21.8 0.16 0.01 21.8 0.74 7 107 0.26 0.26 81.3 34.6 0.75 5 2.22 35.0 1.69 58.5 4.70 4.67 21.8 0.16 0.01 21.8 0.73 7 107 0.26 0.26 81.5 34.6 0.74 5 2.21 35.1 1.68 58.3 4.90 4.81 22.9 0.17 0.02 22.9 0.74 7 108 0.27 0.27 83.2 36.3 0.74 5 2.20 36.7 1.65 59.7 5.00 4.95 24.2 0.18 0.02 24.2 0.73 7 108 0.28 0.28 85.7 38.4 0.73 5 2.17 38.9 1.59 61.1 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 5.10 5.05 25.4 0.19 0.02 25.4 0.73 7 109 0.28 0.28 88.9 40.4 0.74 5 2.15 40.9 1.55 62.6 5.20 5.16 26.9 0.20 0.02 26.9 0.76 7 110 0.29 0.29 93.2 42.8 0.77 5 2.14 43.2 1.52 65.2 5.30 5.28 28.2 0.24 0.02 28.2 0.83 7 111 0.30 0.29 96.7 44.8 0.84 5 2.15 45.3 1.53 68.7 5.50 5.43 29.5 0.26 0.02 29.5 0.87 7 112 0.31 0.29 100.0 47.0 0.88 5 2.14 47.5 1.52 71.2 5.60 5.57 31.0 0.22 0.02 31.0 0.72 7 111 0.31 0.30 103.7 49.2 0.72 6 2.08 49.7 1.40 69.1 5.80 5.70 32.6 0.19 0.02 32.6 0.59 7 110 0.32 0.30 108.2 51.9 0.60 6 2.01 52.4 1.31 68.0 5.90 5.85 32.5 0.23 0.02 32.5 0.72 7 111 0.33 0.30 106.3 51.6 0.73 6 2.06 52.2 1.38 71.1 6.00 5.95 32.1 0.26 0.03 32.1 0.80 7 112 0.33 0.30 104.2 51.0 0.81 5 2.09 51.5 1.42 72.6 6.10 6.05 34.6 0.30 0.03 34.6 0.86 7 113 0.34 0.31 111.4 55.0 0.87 5 2.08 55.5 1.41 77.4 6.30 6.19 36.8 0.34 0.03 36.8 0.93 7 114 0.35 0.31 117.3 58.6 0.94 5 2.07 59.1 1.40 82.1 6.40 6.35 38.0 0.42 0.03 38.0 1.11 7 116 0.36 0.32 119.4 60.4 1.12 5 2.11 61.0 1.46 88.4 6.50 6.48 35.3 0.49 0.03 35.3 1.39 7 117 0.36 0.32 109.7 56.1 1.41 5 2.20 56.7 1.64 92.3 6.70 6.60 29.2 0.49 0.03 29.2 1.67 6 117 0.37 0.32 89.7 46.4 1.69 5 2.31 47.0 1.96 91.1 6.80 6.73 28.8 0.43 0.02 28.8 1.50 6 116 0.38 0.33 87.5 45.7 1.52 5 2.28 46.4 1.89 86.4 6.90 6.85 33.7 0.41 0.02 33.7 1.22 7 116 0.39 0.33 101.4 53.5 1.22 5 2.17 54.2 1.59 85.2 7.00 6.98 43.1 0.41 0.03 43.1 0.96 7 116 0.39 0.33 128.7 68.7 0.97 6 2.03 69.3 1.33 91.3 7.20 7.11 50.0 0.40 0.02 50.0 0.80 7 116 0.40 0.34 147.8 79.7 0.80 6 1.93 80.3 1.21 96.3 7.30 7.25 56.7 0.40 0.02 56.7 0.71 8 117 0.41 0.34 166.0 90.5 0.71 6 1.85 91.2 1.14 103.3 7.50 7.39 64.0 0.43 0.03 64.0 0.67 8 118 0.42 0.34 185.3 102.2 0.68 6 1.80 102.9 1.10 112.3 7.60 7.52 69.4 0.47 0.03 69.4 0.68 8 118 0.43 0.35 198.9 110.8 0.69 6 1.77 111.5 1.08 119.9 7.70 7.64 71.1 0.42 0.03 71.1 0.58 8 118 0.43 0.35 201.9 113.6 0.59 6 1.72 114.3 1.05 119.1 7.90 7.79 73.6 0.29 0.03 73.6 0.40 8 115 0.44 0.35 206.5 117.5 0.40 6 1.62 118.2 1.00 117.5 8.00 7.94 80.0 0.35 0.03 80.0 0.44 8 117 0.45 0.36 222.2 127.9 0.44 6 1.61 128.6 1.00 127.9 8.10 8.04 72.6 0.39 0.04 72.6 0.55 8 117 0.46 0.36 200.0 116.0 0.55 6 1.70 116.7 1.03 119.7 8.20 8.14 86.5 0.48 0.04 86.5 0.55 8 119 0.46 0.36 236.7 138.3 0.55 6 1.64 139.0 1.00 138.3 8.40 8.29 93.2 0.57 0.05 93.2 0.61 8 121 0.47 0.37 252.1 148.7 0.61 6 1.64 149.4 0.99 147.6 8.50 8.44 98.0 0.62 0.05 98.0 0.63 8 121 0.48 0.37 261.9 155.4 0.63 6 1.63 156.1 1.00 155.4 8.60 8.56 104.2 0.65 0.05 104.2 0.63 9 122 0.49 0.38 275.9 164.4 0.63 6 1.61 165.2 1.00 164.4 8.70 8.68 113.2 0.72 0.06 113.2 0.64 9 123 0.49 0.38 297.0 177.9 0.64 6 1.59 178.6 1.00 177.9 8.90 8.82 124.9 0.81 0.06 124.9 0.65 9 124 0.50 0.38 324.1 195.2 0.65 6 1.57 196.0 1.00 195.2 9.00 8.94 139.6 0.91 0.06 139.6 0.65 9 125 0.51 0.39 358.9 217.2 0.65 6 1.53 218.0 1.00 217.2 9.20 9.08 153.3 1.06 0.06 153.3 0.69 9 127 0.52 0.39 389.7 237.2 0.69 6 1.52 238.0 1.00 237.2 9.30 9.22 159.9 1.14 0.06 159.9 0.71 9 127 0.53 0.40 402.0 246.1 0.72 6 1.52 246.9 1.00 246.1 9.40 9.33 165.0 1.17 0.06 165.0 0.71 9 127 0.54 0.40 411.2 252.8 0.71 6 1.51 253.7 1.00 252.8 9.40 9.42 168.0 1.13 0.06 168.0 0.68 9 127 0.54 0.40 415.6 256.5 0.68 6 1.49 257.3 1.00 256.5 9.60 9.53 178.7 1.07 0.06 178.8 0.60 9 127 0.55 0.41 438.4 271.7 0.60 6 1.44 272.6 1.00 271.7 9.70 9.66 184.6 1.05 0.07 184.6 0.57 9 127 0.56 0.41 448.3 279.3 0.57 6 1.41 280.1 1.00 279.3 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 9.80 9.75 190.9 0.89 0.07 190.9 0.47 9 126 0.56 0.41 460.4 287.8 0.47 6 1.35 288.7 1.00 287.8 9.90 9.84 193.5 0.54 0.07 193.5 0.28 9 122 0.57 0.42 463.4 290.7 0.28 7 1.21 291.5 1.00 290.7 10.10 10.01 200.1 0.56 0.07 200.1 0.28 9 122 0.58 0.42 473.5 298.8 0.28 7 1.20 299.7 1.00 298.8 10.20 10.19 192.2 0.55 0.05 192.2 0.29 9 122 0.59 0.43 448.9 285.1 0.29 7 1.22 286.0 1.00 285.1 10.40 10.30 202.6 0.61 0.05 202.6 0.30 9 123 0.60 0.43 469.7 299.5 0.30 7 1.21 300.4 1.00 299.5 10.50 10.45 218.0 0.74 0.05 218.1 0.34 9 125 0.60 0.43 500.2 320.6 0.34 7 1.22 321.5 1.00 320.6 10.60 10.58 220.6 0.91 0.05 220.6 0.41 9 126 0.61 0.44 501.4 322.9 0.41 7 1.27 323.8 1.00 322.9 10.70 10.68 222.1 1.11 0.06 222.1 0.50 9 128 0.62 0.44 501.1 323.9 0.50 7 1.33 324.8 1.00 323.9 10.90 10.81 221.9 1.23 0.06 221.9 0.55 9 129 0.63 0.45 495.8 322.0 0.56 6 1.36 322.9 1.00 322.0 11.00 10.94 220.1 1.24 0.06 220.1 0.56 9 129 0.64 0.45 486.9 317.8 0.57 6 1.37 318.7 1.00 317.8 11.10 11.06 218.1 1.19 0.06 218.1 0.54 9 128 0.64 0.45 478.4 313.6 0.54 6 1.36 314.5 1.00 313.6 11.20 11.18 213.4 1.17 0.06 213.4 0.55 9 128 0.65 0.46 464.0 305.5 0.55 6 1.38 306.4 1.00 305.5 11.40 11.32 211.5 1.45 0.07 211.5 0.69 9 130 0.66 0.46 455.1 301.1 0.69 6 1.45 302.0 1.00 301.1 11.50 11.45 209.3 1.83 0.07 209.3 0.87 9 131 0.67 0.47 446.1 296.6 0.88 6 1.53 297.6 1.00 296.6 11.60 11.57 207.9 2.21 0.07 207.9 1.06 9 133 0.68 0.47 439.1 293.3 1.07 6 1.60 294.2 1.00 293.3 11.90 11.78 196.7 2.68 0.08 196.7 1.36 8 134 0.69 0.48 409.0 279.3 1.36 6 1.70 276.2 1.03 288.7 12.00 11.98 193.4 2.66 0.08 193.4 1.38 8 134 0.70 0.49 396.1 273.1 1.38 6 1.71 269.6 1.04 284.3 12.10 12.08 191.0 2.55 0.08 191.0 1.34 8 134 0.71 0.49 388.2 268.3 1.34 6 1.71 265.2 1.04 278.2 12.30 12.20 192.5 2.51 0.08 192.5 1.30 8 134 0.72 0.49 387.9 268.6 1.31 6 1.70 266.1 1.03 276.7 12.40 12.31 201.9 2.55 0.08 201.9 1.27 8 134 0.73 0.50 403.7 279.2 1.27 6 1.67 278.0 1.02 283.7 12.50 12.41 222.1 2.69 0.08 222.1 1.21 9 134 0.73 0.50 441.1 303.8 1.21 6 1.63 304.8 1.00 303.8 12.60 12.52 237.2 2.46 0.09 237.2 1.04 9 134 0.74 0.51 467.5 323.2 1.04 6 1.56 324.2 1.00 323.2 12.70 12.63 247.2 2.80 0.09 247.2 1.13 9 135 0.75 0.51 483.5 335.6 1.14 6 1.59 336.6 1.00 335.6 12.80 12.73 253.0 3.11 0.09 253.0 1.23 9 136 0.75 0.51 491.3 342.3 1.23 6 1.61 343.3 1.00 342.3 12.90 12.82 237.5 3.38 0.07 237.6 1.43 8 136 0.76 0.52 458.2 322.9 1.43 6 1.68 321.3 1.02 328.9 13.00 12.95 242.8 3.57 0.04 242.8 1.47 8 137 0.77 0.52 464.1 329.1 1.48 6 1.69 326.9 1.02 336.8 13.10 13.08 240.5 3.66 0.04 240.5 1.52 8 137 0.78 0.53 455.3 325.4 1.53 6 1.70 322.2 1.03 336.5 13.30 13.20 236.0 3.68 0.04 236.0 1.56 8 137 0.79 0.53 443.1 318.9 1.56 6 1.72 314.9 1.04 332.8 13.40 13.33 231.4 3.65 0.05 231.4 1.58 8 137 0.80 0.54 430.5 311.7 1.58 6 1.73 307.4 1.05 327.3 13.50 13.46 227.1 3.58 0.05 227.1 1.58 8 137 0.80 0.54 418.6 304.8 1.58 6 1.73 300.3 1.05 321.2 13.70 13.60 223.0 3.50 0.05 223.0 1.57 8 136 0.81 0.55 407.0 298.0 1.58 6 1.74 293.4 1.06 315.0 13.80 13.74 220.5 3.20 0.05 220.5 1.45 8 136 0.82 0.55 398.8 291.9 1.46 6 1.71 288.9 1.04 304.0 13.90 13.87 221.4 2.77 0.05 221.5 1.25 9 135 0.83 0.56 397.1 288.9 1.25 6 1.66 288.8 1.01 290.7 14.00 13.97 227.7 2.38 0.06 227.7 1.04 9 134 0.84 0.56 405.7 295.0 1.05 6 1.59 296.1 1.00 295.0 14.10 14.08 239.6 1.75 0.06 239.6 0.73 9 131 0.85 0.56 424.1 309.3 0.73 6 1.46 310.4 1.00 309.3 14.30 14.21 245.8 1.41 0.06 245.8 0.57 9 130 0.85 0.57 431.7 316.1 0.57 6 1.38 317.2 1.00 316.1 14.40 14.35 250.4 1.39 0.06 250.4 0.56 9 130 0.86 0.57 436.1 320.7 0.56 6 1.36 321.8 1.00 320.7 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 14.60 14.50 252.7 1.25 0.06 252.7 0.49 9 129 0.87 0.58 436.3 322.2 0.50 7 1.33 323.3 1.00 322.2 14.70 14.65 251.8 1.25 0.06 251.8 0.50 9 129 0.88 0.58 431.0 319.7 0.50 7 1.33 320.8 1.00 319.7 14.80 14.75 250.6 1.31 0.06 250.6 0.52 9 129 0.89 0.59 426.4 317.2 0.53 6 1.35 318.3 1.00 317.2 14.90 14.85 249.2 1.37 0.04 249.2 0.55 9 130 0.90 0.59 421.7 314.6 0.55 6 1.37 315.7 1.00 314.6 15.10 14.99 250.6 1.32 0.04 250.6 0.53 9 129 0.91 0.59 420.7 315.1 0.53 6 1.35 316.2 1.00 315.1 15.20 15.12 251.4 1.22 0.04 251.4 0.49 9 129 0.91 0.60 418.9 314.9 0.49 7 1.33 316.1 1.00 314.9 15.30 15.24 249.6 1.28 0.04 249.6 0.51 9 129 0.92 0.60 413.1 311.6 0.52 6 1.35 312.7 1.00 311.6 15.40 15.38 250.0 1.41 0.04 250.0 0.56 9 130 0.93 0.61 410.6 310.9 0.57 6 1.38 312.1 1.00 310.9 15.60 15.51 252.0 1.44 0.04 252.0 0.57 9 130 0.94 0.61 410.8 312.2 0.57 6 1.38 313.4 1.00 312.2 15.70 15.65 256.1 1.45 0.04 256.2 0.57 9 130 0.95 0.62 414.5 316.2 0.57 6 1.37 317.3 1.00 316.2 15.80 15.76 263.3 1.47 0.04 263.3 0.56 9 130 0.96 0.62 423.5 324.0 0.56 6 1.36 325.2 1.00 324.0 16.00 15.90 270.5 1.49 0.04 270.5 0.55 10 131 0.96 0.62 431.8 331.7 0.55 6 1.35 332.9 1.00 331.7 16.10 16.03 276.2 1.41 0.04 276.2 0.51 10 130 0.97 0.63 437.8 337.5 0.51 7 1.32 338.7 1.00 337.5 16.20 16.15 283.0 1.28 0.04 283.0 0.45 10 130 0.98 0.63 445.7 344.6 0.46 7 1.28 345.8 1.00 344.6 16.30 16.29 283.5 1.29 0.04 283.5 0.45 10 130 0.99 0.64 443.2 344.0 0.46 7 1.28 345.2 1.00 344.0 16.50 16.43 282.6 1.31 0.05 282.6 0.46 10 130 1.00 0.64 438.5 341.6 0.46 7 1.29 342.8 1.00 341.6 16.70 16.61 286.9 1.23 0.05 287.0 0.43 10 129 1.01 0.65 441.2 345.3 0.43 7 1.26 346.5 1.00 345.3 16.80 16.76 283.0 1.10 0.05 283.0 0.39 10 128 1.02 0.65 431.7 339.2 0.39 7 1.24 340.4 1.00 339.2 17.00 16.89 281.0 1.12 0.05 281.0 0.40 10 128 1.03 0.66 425.9 335.7 0.40 7 1.25 336.9 1.00 335.7 17.10 17.02 275.4 1.15 0.03 275.4 0.42 10 129 1.04 0.66 414.6 327.8 0.42 7 1.27 329.1 1.00 327.8 17.20 17.14 277.5 1.22 0.01 277.5 0.44 10 129 1.04 0.67 415.3 329.4 0.44 7 1.29 330.7 1.00 329.4 17.30 17.27 279.8 1.26 0.01 279.8 0.45 10 129 1.05 0.67 416.0 331.1 0.45 7 1.29 332.3 1.00 331.1 17.50 17.40 284.7 1.20 0.01 284.7 0.42 10 129 1.06 0.67 420.6 335.8 0.42 7 1.27 337.0 1.00 335.8 17.60 17.55 284.0 1.21 0.01 284.0 0.42 10 129 1.07 0.68 416.4 333.7 0.43 7 1.27 335.0 1.00 333.7 17.80 17.69 284.0 1.21 0.01 284.0 0.43 10 129 1.08 0.68 413.5 332.5 0.43 7 1.27 333.8 1.00 332.5 17.90 17.82 282.8 1.07 0.01 282.8 0.38 10 128 1.09 0.69 409.2 330.0 0.38 7 1.24 331.3 1.00 330.0 18.00 17.94 281.4 0.98 0.01 281.4 0.35 10 127 1.10 0.69 404.9 327.5 0.35 7 1.22 328.8 1.00 327.5 18.10 18.06 281.9 0.96 0.01 281.9 0.34 10 127 1.10 0.70 403.4 327.2 0.34 7 1.22 328.5 1.00 327.2 18.30 18.19 279.9 0.96 0.01 279.9 0.34 10 127 1.11 0.70 398.0 323.8 0.35 7 1.22 325.1 1.00 323.8 18.40 18.33 277.0 1.10 0.01 277.0 0.40 10 128 1.12 0.70 391.3 319.4 0.40 7 1.27 320.7 1.00 319.4 18.50 18.45 271.9 1.30 0.01 271.9 0.48 10 130 1.13 0.71 381.9 312.6 0.48 7 1.33 313.9 1.00 312.6 18.70 18.59 268.1 1.37 0.01 268.1 0.51 10 130 1.14 0.71 374.0 307.2 0.51 6 1.35 308.5 1.00 307.2 18.80 18.74 267.0 1.40 0.02 267.0 0.53 10 130 1.15 0.72 369.9 304.8 0.53 6 1.36 306.2 1.00 304.8 19.00 18.88 264.2 1.36 0.01 264.2 0.52 10 130 1.16 0.72 363.6 300.7 0.52 6 1.36 302.0 1.00 300.7 19.10 19.00 260.3 1.28 0.01 260.3 0.49 10 129 1.16 0.73 356.2 295.3 0.49 6 1.35 296.7 1.00 295.3 19.20 19.11 257.6 1.14 0.01 257.6 0.44 10 128 1.17 0.73 350.7 291.5 0.45 7 1.33 292.8 1.00 291.5 19.30 19.24 255.4 1.07 0.02 255.4 0.42 10 128 1.18 0.74 345.7 288.2 0.42 7 1.32 289.5 1.00 288.2 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 19.50 19.38 247.2 1.03 0.02 247.2 0.41 10 127 1.19 0.74 332.4 278.0 0.42 7 1.32 279.3 1.00 278.0 19.60 19.52 241.9 1.03 0.00 241.9 0.42 10 127 1.20 0.74 323.2 271.1 0.43 6 1.34 272.5 1.00 271.1 19.70 19.65 247.2 1.50 -0.02 247.2 0.60 9 130 1.21 0.75 328.5 276.3 0.61 6 1.44 277.7 1.00 276.3 19.90 19.79 250.8 1.58 -0.02 250.8 0.63 9 131 1.22 0.75 331.2 279.5 0.63 6 1.44 280.9 1.00 279.5 20.00 19.92 228.3 1.32 -0.02 228.3 0.58 9 129 1.22 0.76 299.5 253.5 0.58 6 1.45 254.9 1.00 253.5 20.10 20.05 208.3 1.29 -0.02 208.3 0.62 9 129 1.23 0.76 271.6 230.6 0.62 6 1.50 232.0 1.00 230.6 20.20 20.17 206.6 1.08 -0.02 206.6 0.53 9 127 1.24 0.77 268.0 228.1 0.53 6 1.46 229.5 1.00 228.1 20.40 20.30 219.9 0.95 -0.02 219.9 0.43 9 127 1.25 0.77 283.8 242.1 0.44 6 1.38 243.5 1.00 242.1 20.50 20.42 222.9 0.95 0.00 222.9 0.43 9 127 1.26 0.77 286.2 244.8 0.43 6 1.37 246.2 1.00 244.8 20.60 20.55 244.4 0.88 0.01 244.4 0.36 10 126 1.26 0.78 312.3 267.9 0.36 7 1.30 269.3 1.00 267.9 20.80 20.69 268.4 0.87 0.01 268.4 0.33 10 126 1.27 0.78 341.1 293.4 0.33 7 1.24 294.8 1.00 293.4 20.90 20.82 278.5 0.95 0.01 278.5 0.34 10 127 1.28 0.79 352.2 303.8 0.34 7 1.24 305.2 1.00 303.8 21.00 20.94 283.5 1.04 0.01 283.5 0.37 10 128 1.29 0.79 356.8 308.5 0.37 7 1.26 309.9 1.00 308.5 21.20 21.11 283.8 1.07 0.01 283.8 0.38 10 128 1.30 0.80 354.6 307.7 0.38 7 1.26 309.1 1.00 307.7 21.30 21.25 285.2 1.10 0.01 285.2 0.39 10 128 1.31 0.80 354.3 308.4 0.39 7 1.27 309.8 1.00 308.4 21.40 21.36 286.0 1.18 0.01 286.0 0.41 10 129 1.32 0.80 353.7 308.5 0.42 7 1.29 309.9 1.00 308.5 21.50 21.49 284.3 1.23 0.01 284.3 0.43 10 129 1.32 0.81 349.7 305.8 0.44 7 1.31 307.3 1.00 305.8 21.70 21.62 272.0 1.15 0.01 272.0 0.42 10 129 1.33 0.81 332.7 291.8 0.42 7 1.31 293.2 1.00 291.8 21.80 21.75 255.7 1.19 0.01 255.7 0.47 10 129 1.34 0.82 311.0 273.4 0.47 6 1.36 274.8 1.00 273.4 21.90 21.83 251.2 1.10 0.01 251.2 0.44 10 128 1.35 0.82 304.4 268.1 0.44 6 1.35 269.5 1.00 268.1 22.00 21.94 239.4 0.83 0.01 239.4 0.35 10 126 1.35 0.82 288.8 254.9 0.35 7 1.31 256.3 1.00 254.9 22.10 22.08 234.3 0.90 0.00 234.3 0.38 10 126 1.36 0.83 281.2 248.8 0.39 6 1.34 250.2 1.00 248.8 22.30 22.21 247.4 0.95 0.00 247.4 0.38 10 127 1.37 0.83 295.4 262.1 0.39 7 1.32 263.5 1.00 262.1 22.40 22.34 277.7 1.02 0.00 277.7 0.37 10 128 1.38 0.84 330.1 293.6 0.37 7 1.27 295.1 1.00 293.6 22.50 22.46 282.7 1.08 0.00 282.7 0.38 10 128 1.39 0.84 334.6 298.3 0.38 7 1.28 299.8 1.00 298.3 22.70 22.58 286.4 1.25 0.00 286.4 0.44 10 129 1.39 0.84 337.3 301.4 0.44 7 1.31 302.9 1.00 301.4 22.80 22.73 285.5 1.48 0.00 285.5 0.52 10 131 1.40 0.85 334.3 299.6 0.52 6 1.36 301.1 1.00 299.6 22.90 22.87 287.9 1.69 0.01 287.9 0.59 10 132 1.41 0.85 335.1 301.2 0.59 6 1.40 302.7 1.00 301.2 23.10 23.00 289.8 1.66 0.01 289.8 0.57 10 131 1.42 0.86 335.6 302.5 0.58 6 1.39 303.9 1.00 302.5 23.20 23.13 294.6 1.54 0.01 294.6 0.52 10 131 1.43 0.86 339.5 306.7 0.53 6 1.36 308.2 1.00 306.7 23.30 23.27 302.4 1.38 0.01 302.4 0.46 10 130 1.44 0.87 346.6 314.0 0.46 7 1.31 315.5 1.00 314.0 23.40 23.38 309.0 1.48 0.00 309.0 0.48 10 131 1.45 0.87 352.6 320.1 0.48 7 1.32 321.7 1.00 320.1 23.60 23.53 309.7 1.30 0.00 309.7 0.42 10 130 1.46 0.88 351.4 320.0 0.42 7 1.28 321.5 1.00 320.0 23.70 23.66 304.4 1.39 0.01 304.4 0.46 10 130 1.46 0.88 343.5 313.6 0.46 7 1.31 315.1 1.00 313.6 23.80 23.76 302.4 1.68 0.01 302.4 0.55 10 132 1.47 0.89 340.0 310.9 0.56 6 1.37 312.4 1.00 310.9 24.00 23.91 296.3 1.48 0.00 296.3 0.50 10 131 1.48 0.89 331.2 303.8 0.50 6 1.35 305.3 1.00 303.8 24.10 24.05 297.8 1.36 0.01 297.8 0.46 10 130 1.49 0.90 331.0 304.5 0.46 7 1.32 306.0 1.00 304.5 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 24.30 24.20 301.7 1.18 0.01 301.7 0.39 10 129 1.50 0.90 333.5 307.6 0.39 7 1.27 309.1 1.00 307.6 24.40 24.32 298.9 0.95 0.01 298.9 0.32 10 127 1.51 0.90 329.0 304.1 0.32 7 1.22 305.6 1.00 304.1 24.50 24.45 293.8 0.97 0.01 293.8 0.33 10 127 1.52 0.91 321.8 298.1 0.33 7 1.24 299.7 1.00 298.1 24.60 24.59 265.1 1.01 0.01 265.1 0.38 10 128 1.52 0.91 288.8 268.2 0.38 7 1.31 269.8 1.00 268.2 24.80 24.70 255.4 1.00 0.00 255.4 0.39 10 127 1.53 0.92 277.0 257.8 0.39 6 1.33 259.3 1.00 257.8 24.90 24.83 235.9 0.90 0.00 235.9 0.38 10 126 1.54 0.92 254.5 237.4 0.38 6 1.36 239.0 1.00 237.4 25.00 24.97 231.8 0.82 0.00 231.8 0.35 10 126 1.55 0.93 248.9 232.8 0.35 6 1.34 234.3 1.00 232.8 25.10 25.08 254.6 0.85 0.00 254.6 0.33 10 126 1.56 0.93 272.5 255.2 0.33 7 1.30 256.8 1.00 255.2 25.30 25.21 274.0 0.91 0.00 274.0 0.33 10 127 1.56 0.93 292.0 274.2 0.33 7 1.27 275.8 1.00 274.2 25.30 25.31 280.4 0.94 0.00 280.4 0.34 10 127 1.57 0.94 297.9 280.2 0.34 7 1.27 281.8 1.00 280.2 25.50 25.43 286.6 1.22 0.00 286.6 0.42 10 129 1.58 0.94 303.2 285.8 0.43 7 1.32 287.4 1.00 285.8 25.60 25.56 289.0 1.29 0.00 289.0 0.45 10 130 1.59 0.94 304.3 287.5 0.45 6 1.33 289.1 1.00 287.5 25.80 25.68 298.2 1.44 0.00 298.2 0.48 10 130 1.59 0.95 312.7 296.1 0.49 6 1.35 297.7 1.00 296.1 25.90 25.82 311.2 1.56 0.00 311.2 0.50 10 131 1.60 0.95 324.8 308.2 0.50 6 1.35 309.8 1.00 308.2 26.00 25.94 332.8 1.63 0.00 332.8 0.49 10 132 1.61 0.96 345.9 329.0 0.49 7 1.32 330.6 1.00 329.0 26.20 26.09 314.6 1.72 0.01 314.6 0.55 10 132 1.62 0.96 325.2 310.1 0.55 6 1.37 311.7 1.00 310.1 26.30 26.22 316.2 1.63 0.01 316.2 0.52 10 132 1.63 0.97 325.3 311.0 0.52 6 1.35 312.6 1.00 311.0 26.40 26.34 315.3 1.65 0.01 315.3 0.52 10 132 1.64 0.97 323.0 309.4 0.53 6 1.36 311.1 1.00 309.4 26.60 26.48 316.6 1.83 0.01 316.6 0.58 10 132 1.65 0.98 322.7 309.9 0.58 6 1.39 311.6 1.00 309.9 26.70 26.61 314.6 1.82 0.01 314.6 0.58 10 132 1.65 0.98 319.2 307.3 0.58 6 1.39 308.9 1.00 307.3 26.80 26.73 314.1 1.82 0.01 314.1 0.58 10 132 1.66 0.98 317.3 306.1 0.58 6 1.39 307.7 1.00 306.1 26.90 26.86 317.2 2.05 0.01 317.2 0.65 10 133 1.67 0.99 318.9 308.4 0.65 6 1.42 310.0 1.00 308.4 27.10 26.99 317.4 2.24 0.01 317.4 0.71 9 134 1.68 0.99 317.6 307.8 0.71 6 1.45 309.4 1.00 307.8 27.20 27.11 312.4 2.43 0.01 312.4 0.78 9 135 1.69 1.00 311.2 302.3 0.78 6 1.49 304.0 1.00 302.3 27.30 27.24 304.3 2.49 0.02 304.3 0.82 9 135 1.70 1.00 301.7 293.7 0.82 6 1.51 295.4 1.00 293.7 27.40 27.39 306.2 2.69 0.02 306.2 0.88 9 135 1.71 1.01 301.9 294.7 0.88 6 1.53 296.4 1.00 294.7 27.60 27.52 299.2 2.76 0.00 299.2 0.92 9 135 1.72 1.01 293.6 287.3 0.93 6 1.56 289.0 1.00 287.3 27.70 27.65 299.2 2.77 -0.01 299.2 0.93 9 135 1.72 1.02 292.2 286.6 0.93 6 1.56 288.3 1.00 286.6 27.80 27.78 300.8 2.77 -0.02 300.8 0.92 9 135 1.73 1.02 292.4 287.5 0.93 6 1.56 289.2 1.00 287.5 28.00 27.91 297.5 2.74 -0.02 297.5 0.92 9 135 1.74 1.03 287.9 283.7 0.93 6 1.56 285.3 1.00 283.7 28.10 28.03 290.2 2.61 -0.02 290.2 0.90 9 135 1.75 1.03 279.5 276.0 0.91 6 1.56 277.7 1.00 276.0 28.30 28.17 272.4 2.27 -0.03 272.4 0.83 9 134 1.76 1.04 261.0 258.4 0.84 6 1.56 260.0 1.00 258.4 28.40 28.32 257.6 1.95 -0.02 257.6 0.76 9 132 1.77 1.04 245.4 243.6 0.76 6 1.54 245.3 1.00 243.6 28.50 28.45 249.0 1.48 -0.02 249.0 0.59 9 130 1.78 1.05 236.2 234.9 0.60 6 1.48 236.6 1.00 234.9 28.60 28.58 249.0 1.21 -0.02 249.0 0.49 9 129 1.79 1.05 235.2 234.4 0.49 6 1.42 236.1 1.00 234.4 28.80 28.71 249.9 1.11 -0.02 249.9 0.44 10 128 1.80 1.06 235.1 234.8 0.45 6 1.40 236.5 1.00 234.8 28.90 28.86 233.2 1.08 -0.03 233.2 0.46 9 128 1.80 1.06 218.3 218.5 0.46 6 1.43 220.2 1.00 218.5 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 29.00 29.00 235.2 1.11 -0.03 235.2 0.47 9 128 1.81 1.06 219.2 219.8 0.47 6 1.44 221.6 1.00 219.8 29.20 29.11 256.3 1.33 -0.02 256.3 0.52 9 129 1.82 1.07 238.2 239.3 0.52 6 1.44 241.1 1.00 239.3 29.30 29.24 269.7 1.65 -0.02 269.7 0.61 9 131 1.83 1.07 249.7 251.4 0.62 6 1.47 253.2 1.00 251.4 29.40 29.36 269.2 2.12 -0.02 269.2 0.79 9 133 1.84 1.08 248.2 250.4 0.79 6 1.55 252.1 1.00 250.4 29.50 29.48 263.8 2.36 -0.02 263.8 0.90 9 134 1.85 1.08 242.2 244.9 0.90 6 1.59 246.6 1.00 244.9 29.70 29.62 247.8 2.30 -0.02 247.8 0.93 9 134 1.85 1.09 226.4 229.4 0.94 6 1.63 231.1 1.00 229.4 29.80 29.78 227.3 2.00 -0.02 227.3 0.88 9 132 1.87 1.09 206.4 209.7 0.89 6 1.64 211.4 1.00 209.7 30.00 29.90 222.9 1.84 -0.02 222.9 0.82 9 132 1.87 1.10 201.7 205.3 0.83 6 1.62 207.0 1.00 205.3 30.10 30.01 213.7 1.69 -0.03 213.7 0.79 9 131 1.88 1.10 192.5 196.3 0.80 6 1.62 198.0 1.00 196.3 30.20 30.13 209.6 1.55 -0.03 209.6 0.74 9 130 1.89 1.10 188.1 192.2 0.74 6 1.61 193.9 1.00 192.2 30.30 30.27 193.6 1.40 -0.04 193.5 0.72 9 129 1.90 1.11 172.8 176.9 0.73 6 1.63 178.7 1.00 176.9 30.50 30.42 170.1 1.24 -0.04 170.1 0.73 9 128 1.91 1.11 151.0 154.8 0.74 6 1.68 156.7 1.02 157.4 30.60 30.55 145.2 1.06 -0.04 145.2 0.73 9 126 1.92 1.12 128.2 131.5 0.74 6 1.73 133.5 1.05 138.5 30.70 30.68 115.7 0.95 -0.05 115.7 0.82 8 125 1.92 1.12 101.4 104.1 0.83 6 1.84 106.2 1.13 117.7 30.90 30.81 81.0 1.07 -0.05 81.0 1.33 8 125 1.93 1.13 70.2 71.8 1.35 5 2.09 74.2 1.43 103.1 31.00 30.94 63.2 1.33 -0.06 63.2 2.15 7 126 1.94 1.13 54.2 55.3 2.18 5 2.31 57.8 1.98 109.2 31.10 31.05 46.5 1.42 -0.06 46.5 3.07 6 126 1.95 1.13 39.3 39.9 3.18 4 2.52 42.4 2.87 114.5 31.30 31.19 36.6 1.19 -0.06 36.6 3.32 5 124 1.96 1.14 30.5 30.9 3.44 4 2.65 30.5 0.00 30.9 31.40 31.33 35.0 1.06 -0.06 35.0 3.12 5 123 1.96 1.14 28.9 29.4 3.20 4 2.65 28.9 0.00 29.4 31.50 31.46 93.6 0.88 -0.06 93.6 0.96 8 124 1.97 1.15 79.9 82.6 0.97 6 1.96 85.0 1.24 102.3 31.70 31.60 148.6 0.99 -0.05 148.6 0.67 9 126 1.98 1.15 127.4 132.6 0.68 6 1.70 134.6 1.04 137.3 31.80 31.73 180.5 1.10 -0.05 180.5 0.61 9 127 1.99 1.15 154.5 161.4 0.62 6 1.61 163.2 1.00 161.4 31.90 31.86 194.5 1.28 -0.06 194.5 0.66 9 129 2.00 1.16 166.1 173.9 0.67 6 1.61 175.7 1.00 173.9 32.00 31.99 204.2 1.53 -0.06 204.2 0.75 9 130 2.01 1.16 173.8 182.2 0.76 6 1.63 184.1 1.00 182.2 32.20 32.12 218.3 1.74 -0.06 218.3 0.80 9 131 2.01 1.17 185.2 194.6 0.81 6 1.63 196.4 1.00 194.6 32.30 32.24 234.1 1.99 -0.06 234.1 0.85 9 132 2.02 1.17 198.0 208.4 0.86 6 1.63 210.2 1.00 208.4 32.50 32.37 263.2 2.51 -0.06 263.2 0.95 9 134 2.03 1.18 221.9 234.0 0.96 6 1.63 235.8 1.00 234.0 32.60 32.52 282.3 2.86 -0.06 282.3 1.01 9 136 2.04 1.18 237.1 250.6 1.02 6 1.63 252.4 1.00 250.6 32.70 32.64 297.3 3.14 -0.07 297.2 1.05 9 136 2.05 1.19 248.8 263.5 1.06 6 1.63 265.3 1.00 263.5 32.90 32.78 304.1 3.01 -0.07 304.0 0.99 9 136 2.06 1.19 253.4 268.9 1.00 6 1.60 270.8 1.00 268.9 33.00 32.92 304.1 2.39 -0.07 304.1 0.79 9 134 2.07 1.20 252.4 268.4 0.79 6 1.53 270.3 1.00 268.4 33.10 33.04 290.5 2.24 -0.06 290.4 0.77 9 134 2.08 1.20 240.1 255.8 0.78 6 1.53 257.6 1.00 255.8 33.20 33.15 286.1 2.22 -0.06 286.1 0.78 9 134 2.08 1.21 235.7 251.5 0.78 6 1.54 253.4 1.00 251.5 33.30 33.27 322.9 2.28 -0.06 322.9 0.71 10 134 2.09 1.21 265.3 283.6 0.71 6 1.48 285.5 1.00 283.6 33.50 33.40 358.5 2.54 -0.06 358.5 0.71 10 135 2.10 1.21 293.5 314.4 0.71 6 1.45 316.3 1.00 314.4 33.60 33.53 365.2 2.87 -0.06 365.2 0.79 10 136 2.11 1.22 297.9 319.7 0.79 6 1.48 321.6 1.00 319.7 33.80 33.70 369.7 3.25 -0.05 369.7 0.88 9 137 2.12 1.23 300.0 322.8 0.88 6 1.51 324.7 1.00 322.8 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 33.90 33.83 365.0 3.35 -0.05 365.0 0.92 9 137 2.13 1.23 295.0 318.0 0.92 6 1.53 319.9 1.00 318.0 34.00 33.95 362.1 3.52 -0.05 362.1 0.97 9 138 2.14 1.23 291.6 315.0 0.98 6 1.55 316.8 1.00 315.0 34.10 34.08 360.8 3.75 -0.05 360.8 1.04 9 138 2.15 1.24 289.4 313.2 1.05 6 1.57 315.1 1.00 313.2 34.30 34.21 349.9 3.89 -0.05 349.9 1.11 9 138 2.16 1.24 279.5 303.1 1.12 6 1.61 304.9 1.00 303.1 34.40 34.34 343.8 4.00 -0.04 343.8 1.16 9 139 2.16 1.25 273.5 297.1 1.17 6 1.63 299.0 1.00 297.1 34.60 34.48 338.1 4.18 -0.04 338.1 1.24 9 139 2.17 1.25 267.7 291.4 1.24 6 1.65 293.4 1.00 291.7 34.70 34.61 338.7 4.36 -0.04 338.7 1.29 9 139 2.18 1.26 267.1 291.0 1.30 6 1.67 293.4 1.01 294.3 34.80 34.72 337.2 4.73 -0.04 337.2 1.40 9 140 2.19 1.26 265.1 288.8 1.41 6 1.70 291.6 1.03 298.1 35.00 34.87 334.0 5.27 -0.04 334.0 1.58 8 141 2.20 1.27 261.3 284.6 1.59 6 1.74 288.1 1.06 302.2 35.10 35.02 329.7 5.40 -0.03 329.7 1.64 8 141 2.21 1.28 256.7 280.0 1.65 6 1.76 283.8 1.07 300.5 35.20 35.15 327.6 5.46 -0.03 327.6 1.67 8 141 2.22 1.28 254.1 277.5 1.68 6 1.77 281.4 1.08 299.4 35.30 35.26 335.4 5.98 -0.03 335.4 1.78 8 142 2.23 1.28 259.3 283.3 1.79 6 1.79 287.7 1.09 309.4 35.50 35.40 368.9 5.52 -0.03 368.9 1.50 9 141 2.24 1.29 284.2 312.6 1.51 6 1.70 315.7 1.03 323.3 35.60 35.55 379.6 5.78 -0.02 379.6 1.52 9 142 2.25 1.30 291.0 321.0 1.53 6 1.70 324.1 1.03 331.8 35.70 35.67 343.9 5.74 0.00 343.9 1.67 8 141 2.26 1.30 262.6 289.0 1.68 6 1.76 293.1 1.07 310.0 35.80 35.78 366.0 5.20 0.01 366.0 1.42 9 141 2.27 1.31 278.7 308.6 1.43 6 1.69 311.5 1.02 316.0 36.00 35.91 376.9 4.85 0.01 376.9 1.29 9 140 2.27 1.31 285.9 318.1 1.29 6 1.64 320.1 1.00 316.5 36.10 36.06 386.5 4.90 0.01 386.5 1.27 9 140 2.29 1.32 291.9 325.5 1.27 6 1.63 327.5 1.00 325.5 36.30 36.19 391.3 5.15 0.01 391.3 1.32 9 141 2.29 1.32 294.4 328.9 1.32 6 1.64 330.9 0.99 327.2 36.40 36.32 389.9 5.50 0.01 389.9 1.41 9 141 2.30 1.33 292.2 326.5 1.42 6 1.67 329.1 1.01 330.6 36.50 36.46 396.4 5.84 0.02 396.4 1.47 9 142 2.31 1.33 295.8 331.0 1.48 6 1.68 333.9 1.02 337.9 36.60 36.58 418.3 5.68 0.02 418.3 1.36 9 142 2.32 1.34 311.2 349.8 1.37 6 1.64 351.7 0.99 347.0 36.80 36.72 462.7 4.96 0.02 462.7 1.07 9 141 2.33 1.34 343.0 386.3 1.08 6 1.53 388.3 1.00 386.3 36.90 36.87 447.7 4.92 0.02 447.7 1.10 9 141 2.34 1.35 330.3 372.9 1.10 6 1.55 374.8 1.00 372.9 37.00 36.98 446.7 4.12 0.02 446.7 0.92 10 139 2.35 1.35 328.5 371.4 0.93 6 1.49 373.4 1.00 371.4 37.20 37.11 452.3 2.89 0.02 452.3 0.64 10 137 2.36 1.36 331.5 375.4 0.64 6 1.36 377.4 1.00 375.4 37.40 37.27 506.8 3.18 0.03 506.8 0.63 10 138 2.37 1.36 370.0 420.0 0.63 7 1.32 421.9 1.00 420.0 37.50 37.42 591.0 3.34 0.04 591.0 0.56 10 139 2.38 1.37 430.0 489.1 0.57 7 1.25 491.1 1.00 489.1 37.60 37.55 606.6 3.49 0.05 606.6 0.58 10 139 2.39 1.37 439.8 501.1 0.58 7 1.25 503.1 1.00 501.1 37.80 37.71 608.0 3.78 0.05 608.0 0.62 10 140 2.40 1.38 438.8 501.2 0.62 7 1.27 503.2 1.00 501.2 37.90 37.84 594.9 2.73 0.06 594.9 0.46 10 137 2.41 1.39 427.8 489.4 0.46 7 1.18 491.4 1.00 489.4 38.00 37.95 519.7 3.04 0.06 519.7 0.59 10 138 2.42 1.39 372.4 426.7 0.59 7 1.30 428.7 1.00 426.7 38.20 38.10 442.6 3.01 0.06 442.6 0.68 10 137 2.43 1.39 315.6 362.3 0.68 6 1.39 364.3 1.00 362.3 38.30 38.23 386.2 3.05 0.06 386.3 0.79 10 137 2.44 1.40 274.2 315.4 0.80 6 1.48 317.4 1.00 315.4 38.40 38.34 317.4 3.14 0.07 317.4 1.00 9 137 2.44 1.40 224.4 258.4 1.00 6 1.61 260.4 1.00 258.4 38.50 38.48 301.7 4.08 0.07 301.7 1.35 9 138 2.45 1.41 212.4 243.2 1.36 6 1.73 247.1 1.05 256.2 38.70 38.61 361.0 5.50 0.07 361.0 1.52 9 141 2.46 1.41 253.6 291.0 1.53 6 1.73 295.1 1.05 305.4 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 38.80 38.74 365.7 6.71 0.08 365.8 1.84 8 143 2.47 1.42 256.0 292.6 1.85 6 1.79 298.5 1.09 319.8 38.90 38.87 297.3 7.38 0.07 297.3 2.49 7 143 2.48 1.42 207.0 233.6 2.50 8 1.95 242.2 1.23 287.7 39.10 39.01 272.8 7.38 0.04 272.9 2.71 7 143 2.49 1.43 189.1 212.7 2.73 8 2.00 221.8 1.29 275.3 39.20 39.14 280.9 7.77 0.01 280.9 2.77 11 143 2.50 1.44 194.0 218.6 2.79 8 2.00 228.0 1.30 283.2 39.30 39.27 337.6 8.10 -0.02 337.5 2.41 7 144 2.51 1.44 232.6 264.7 2.42 8 1.91 273.4 1.19 314.8 39.50 39.40 386.9 8.14 -0.04 386.9 2.10 8 144 2.52 1.45 265.8 305.3 2.12 6 1.83 312.8 1.12 342.3 39.60 39.53 404.3 8.15 -0.05 404.3 2.02 8 144 2.53 1.45 276.8 319.3 2.03 6 1.80 326.2 1.10 351.9 39.70 39.66 414.1 8.11 -0.07 414.1 1.96 8 144 2.54 1.46 282.6 326.9 1.97 6 1.79 333.6 1.09 356.6 39.80 39.78 417.5 8.20 -0.09 417.5 1.96 8 144 2.55 1.46 283.9 329.0 1.98 6 1.79 335.7 1.09 358.9 40.00 39.92 422.4 8.43 -0.10 422.3 2.00 8 145 2.56 1.47 286.1 332.0 2.01 6 1.79 339.0 1.09 363.0 40.10 40.06 426.4 8.70 -0.11 426.4 2.04 8 145 2.57 1.47 287.8 334.3 2.05 6 1.80 341.6 1.10 367.0 40.30 40.19 430.7 8.67 -0.11 430.7 2.01 8 145 2.58 1.48 289.6 337.2 2.02 6 1.79 344.4 1.09 368.6 40.40 40.31 436.1 8.64 -0.12 436.1 1.98 8 145 2.58 1.48 292.3 341.2 1.99 6 1.78 348.1 1.09 370.8 40.50 40.42 418.6 9.06 -0.12 418.5 2.17 8 145 2.59 1.49 279.6 325.4 2.18 8 1.82 333.6 1.12 363.7 40.60 40.56 410.7 9.54 -0.12 410.7 2.32 11 146 2.60 1.49 273.2 317.5 2.34 8 1.85 326.7 1.14 362.6 40.80 40.70 407.6 9.84 -0.12 407.6 2.42 11 146 2.61 1.50 270.1 313.9 2.43 8 1.87 323.6 1.16 362.8 40.90 40.84 388.4 9.82 -0.12 388.4 2.53 11 146 2.62 1.51 256.3 297.4 2.55 8 1.90 307.7 1.18 351.3 41.00 40.96 368.8 9.55 -0.13 368.8 2.59 11 145 2.63 1.51 242.4 281.1 2.61 8 1.92 291.7 1.20 337.8 41.20 41.08 345.0 8.91 -0.13 345.0 2.58 11 145 2.64 1.52 226.0 261.9 2.60 8 1.94 272.5 1.22 318.7 41.30 41.23 331.0 8.43 -0.13 330.9 2.55 11 144 2.65 1.52 215.8 250.4 2.57 8 1.94 260.8 1.22 306.0 41.40 41.37 333.2 7.88 -0.13 333.2 2.37 7 144 2.66 1.53 216.4 252.3 2.38 8 1.91 262.1 1.19 301.2 41.50 41.49 340.7 7.67 -0.12 340.7 2.25 8 143 2.67 1.53 220.6 258.2 2.27 6 1.89 267.6 1.17 302.7 41.70 41.61 354.0 7.76 -0.13 354.0 2.19 8 144 2.68 1.54 228.6 268.5 2.21 6 1.87 277.6 1.16 310.4 41.80 41.74 350.2 7.85 -0.13 350.1 2.24 8 144 2.69 1.54 225.3 264.7 2.26 6 1.88 274.1 1.17 308.5 41.90 41.88 316.9 7.78 -0.13 316.9 2.46 7 143 2.70 1.55 203.0 237.2 2.48 8 1.94 247.6 1.22 289.8 42.10 42.01 267.4 7.47 -0.13 267.4 2.79 7 143 2.71 1.55 170.4 197.5 2.82 8 2.03 208.6 1.33 262.7 42.20 42.14 241.8 6.93 -0.14 241.7 2.87 7 142 2.72 1.56 153.4 177.2 2.90 8 2.06 188.3 1.38 245.3 42.40 42.29 237.5 6.66 -0.14 237.4 2.80 7 141 2.73 1.56 150.1 173.7 2.84 8 2.06 184.6 1.38 239.5 42.50 42.42 228.1 6.49 -0.14 228.0 2.85 7 141 2.74 1.57 143.6 166.1 2.88 8 2.08 177.0 1.41 233.4 42.60 42.56 194.9 4.68 -0.15 194.9 2.40 7 138 2.75 1.57 122.0 141.5 2.44 5 2.06 151.0 1.38 195.3 42.80 42.70 174.9 4.77 -0.15 174.8 2.73 7 138 2.76 1.58 108.9 125.4 2.77 5 2.14 135.2 1.51 189.6 42.90 42.81 162.8 4.63 -0.16 162.7 2.84 7 138 2.76 1.58 101.0 115.9 2.89 5 2.17 125.7 1.58 183.6 43.00 42.92 157.6 4.43 -0.17 157.6 2.81 7 137 2.77 1.59 97.5 111.9 2.86 5 2.18 121.5 1.60 178.8 43.10 43.05 155.1 4.13 -0.19 155.1 2.66 7 137 2.78 1.59 95.6 110.0 2.71 5 2.16 119.4 1.57 172.5 43.30 43.19 153.0 3.80 -0.19 152.9 2.48 7 136 2.79 1.60 93.9 108.5 2.53 5 2.14 117.6 1.53 165.8 43.40 43.34 152.9 3.63 -0.20 152.9 2.37 7 136 2.80 1.60 93.6 108.4 2.42 5 2.13 117.4 1.50 162.6 43.60 43.51 153.1 3.58 -0.20 153.0 2.34 7 136 2.81 1.61 93.3 108.3 2.39 5 2.12 117.3 1.49 161.6 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 43.70 43.65 151.3 3.60 -0.21 151.2 2.38 7 136 2.82 1.62 91.9 106.6 2.43 5 2.13 115.7 1.51 161.0 43.80 43.75 149.0 3.80 -0.21 149.0 2.55 7 136 2.83 1.62 90.3 104.5 2.60 5 2.16 113.8 1.57 163.8 43.90 43.86 148.7 4.09 -0.21 148.7 2.75 7 137 2.84 1.62 89.9 103.8 2.81 5 2.19 113.5 1.63 168.8 44.10 44.01 159.4 4.22 -0.22 159.3 2.65 7 137 2.85 1.63 96.1 111.5 2.69 5 2.16 121.4 1.55 173.3 44.30 44.19 159.9 4.35 -0.23 159.8 2.73 7 137 2.86 1.64 96.0 111.4 2.77 5 2.16 121.5 1.57 175.3 44.40 44.34 144.6 4.60 -0.23 144.6 3.18 6 137 2.87 1.64 86.4 99.3 3.25 5 2.25 109.7 1.77 176.2 44.50 44.45 143.2 4.80 -0.24 143.2 3.35 6 138 2.88 1.64 85.3 97.9 3.42 5 2.27 108.5 1.83 179.4 44.60 44.57 154.5 4.95 -0.24 154.5 3.21 6 138 2.88 1.65 91.9 106.1 3.27 5 2.23 116.9 1.73 183.8 44.80 44.71 164.9 5.12 -0.25 164.9 3.10 6 139 2.89 1.65 97.9 113.5 3.16 5 2.20 124.6 1.66 188.4 44.90 44.84 177.9 5.09 -0.25 177.8 2.87 7 139 2.90 1.66 105.4 123.2 2.91 5 2.15 134.2 1.55 191.0 45.00 44.96 198.9 5.18 -0.25 198.9 2.60 7 139 2.91 1.66 117.7 138.9 2.64 5 2.09 149.9 1.43 198.5 45.20 45.10 228.8 5.15 -0.25 228.8 2.26 7 139 2.92 1.67 135.3 161.7 2.28 5 2.00 172.1 1.30 209.6 45.30 45.21 261.5 5.44 -0.26 261.4 2.08 8 140 2.93 1.67 154.4 186.4 2.10 6 1.94 196.4 1.22 227.8 45.40 45.32 284.0 6.28 -0.26 283.9 2.21 8 141 2.94 1.68 167.4 202.3 2.24 6 1.94 213.0 1.22 247.2 45.50 45.43 283.5 6.72 -0.27 283.5 2.37 7 142 2.94 1.68 166.7 200.9 2.40 6 1.97 212.5 1.25 251.2 45.60 45.55 288.0 7.31 -0.28 287.9 2.54 7 143 2.95 1.69 168.9 203.2 2.57 5 1.99 215.5 1.27 259.0 45.70 45.68 300.5 7.77 -0.29 300.4 2.59 7 143 2.96 1.69 175.7 211.8 2.61 8 1.98 224.5 1.27 269.1 45.90 45.80 321.8 8.48 -0.29 321.7 2.63 11 144 2.97 1.70 187.8 226.9 2.66 8 1.97 240.1 1.26 285.5 46.00 45.93 338.6 8.91 -0.29 338.5 2.63 11 145 2.98 1.70 197.0 238.8 2.66 8 1.96 252.2 1.24 297.1 46.10 46.07 331.6 8.88 -0.29 331.6 2.68 11 144 2.99 1.71 192.3 233.0 2.70 8 1.97 246.6 1.26 293.1 46.30 46.20 303.1 8.53 -0.30 303.0 2.82 11 144 3.00 1.71 175.0 211.1 2.84 8 2.01 225.0 1.31 276.3 46.40 46.33 274.1 7.96 -0.30 274.0 2.90 11 143 3.01 1.72 157.6 189.3 2.94 8 2.05 203.1 1.36 257.7 46.60 46.48 260.7 7.52 -0.30 260.7 2.89 11 143 3.02 1.73 149.3 179.3 2.92 8 2.06 192.9 1.38 247.1 46.70 46.63 253.5 7.33 -0.31 253.5 2.89 11 142 3.03 1.73 144.7 173.7 2.93 8 2.07 187.3 1.39 241.7 46.80 46.74 251.3 7.10 -0.31 251.2 2.83 7 142 3.04 1.74 143.0 172.0 2.86 8 2.06 185.4 1.38 237.8 46.90 46.86 250.3 6.92 -0.31 250.2 2.77 7 142 3.05 1.74 142.0 171.2 2.80 8 2.06 184.4 1.37 235.0 47.10 47.01 263.5 7.20 -0.32 263.5 2.73 7 142 3.06 1.75 149.1 180.4 2.76 8 2.04 193.8 1.35 243.0 47.20 47.16 291.4 8.07 -0.32 291.3 2.77 11 143 3.07 1.75 164.5 199.9 2.80 8 2.02 214.0 1.32 263.4 47.30 47.27 328.3 9.39 -0.32 328.2 2.86 11 145 3.08 1.76 185.1 225.7 2.89 8 2.00 240.7 1.29 292.2 47.40 47.38 374.5 11.45 -0.32 374.4 3.06 11 147 3.08 1.76 210.8 257.6 3.08 8 2.00 274.3 1.29 331.6 47.60 47.54 427.7 13.00 -0.32 427.6 3.04 11 148 3.10 1.77 240.1 295.2 3.06 8 1.96 312.6 1.25 368.8 47.80 47.69 410.5 12.58 -0.32 410.4 3.06 11 148 3.11 1.77 229.5 282.1 3.09 8 1.98 299.5 1.26 356.5 47.90 47.84 361.4 10.33 -0.33 361.4 2.84 11 146 3.12 1.78 201.1 247.4 2.88 8 1.98 263.2 1.27 313.8 48.10 48.03 329.2 8.34 -0.34 329.1 2.53 11 144 3.13 1.79 182.2 225.3 2.56 8 1.96 239.2 1.24 280.1 48.20 48.18 321.8 8.30 -0.34 321.8 2.58 11 144 3.14 1.80 177.5 219.3 2.61 8 1.97 233.5 1.26 275.9 48.30 48.27 322.0 8.31 -0.34 322.0 2.58 11 144 3.15 1.80 177.2 219.2 2.61 8 1.97 233.4 1.26 275.8 48.40 48.37 328.9 8.43 -0.33 328.9 2.56 11 144 3.16 1.80 180.7 223.9 2.59 8 1.97 238.1 1.25 279.7 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 48.60 48.50 364.1 10.10 -0.33 364.0 2.77 11 146 3.17 1.81 199.6 247.4 2.80 8 1.97 263.2 1.25 310.5 48.70 48.62 414.9 10.89 -0.33 414.9 2.63 11 147 3.17 1.81 227.0 284.1 2.65 8 1.92 299.5 1.20 341.2 48.80 48.76 450.5 6.26 -0.32 450.5 1.39 9 143 3.18 1.82 245.9 320.9 1.40 6 1.67 324.7 1.01 324.7 49.00 48.89 495.8 8.47 -0.32 495.7 1.71 8 145 3.19 1.82 270.0 349.9 1.72 6 1.72 356.8 1.05 366.2 49.10 49.02 588.8 7.49 -0.14 588.8 1.27 9 145 3.20 1.83 320.0 420.8 1.28 6 1.57 423.1 1.00 420.8 49.20 49.15 305.0 7.30 -0.13 305.0 2.49 7 143 3.21 1.83 164.5 205.4 2.42 6 1.96 218.9 1.25 255.8 49.40 49.28 172.2 5.62 -0.25 172.2 3.26 6 139 3.22 1.84 91.8 109.9 3.33 5 2.22 123.4 1.71 188.0 49.50 49.42 75.7 3.78 -0.26 75.7 5.02 12 134 3.23 1.85 39.3 43.5 5.22 4 2.70 39.3 0.00 43.5 49.60 49.56 39.2 2.35 -0.27 39.1 6.10 3 129 3.24 1.85 19.4 20.5 6.54 3 2.98 19.4 0.00 20.5 49.70 49.69 21.6 1.43 -0.27 21.6 6.62 3 124 3.25 1.85 9.9 10.0 7.79 3 3.25 9.9 0.00 10.0 49.90 49.81 17.9 1.70 -0.27 17.8 9.56 3 125 3.26 1.86 7.8 7.8 11.66 2 3.44 7.8 0.00 7.8 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 0.30 0.14 0.40 0.35 0.50 0.47 0.70 0.59 0.80 0.73 0.90 0.87 1.10 1.01 1.20 1.14 1.30 1.27 1.40 1.39 1.60 1.54 1.70 1.67 1.90 1.79 2.00 1.93 2.10 2.06 2.30 2.19 2.40 2.33 2.50 2.46 2.70 2.59 2.80 2.73 2.90 2.86 3.10 2.98 3.20 3.14 3.40 3.30 3.50 3.42 3.60 3.53 3.80 3.67 3.90 3.82 3.90 3.92 4.10 4.01 4.20 4.15 4.40 4.29 4.50 4.41 4.60 4.54 4.70 4.67 4.90 4.81 5.00 4.95 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 3 0.00 1 60.17 4.2 0.54 273.9 2,206.2 76.9 252.4 9,631 101 13 0.95 1.5 5 0.00 1 22.03 13.3 0.46 273.7 866.2 131.1 430.1 30,053 314 273 294 0.03 1.8 5 0.00 1 18.77 17.4 0.44 273.6 769.6 157.7 517.4 46,424 485 395 790 0.07 3.0 5 0.00 1 16.53 17.6 0.44 273.6 704.6 160.8 527.6 48,481 506 411 821 0.11 3.3 6 0.00 1 14.04 17.7 0.44 273.6 633.5 161.1 528.6 48,575 507 412 824 0.15 3.7 6 0.00 1 9.38 20.8 0.43 273.6 502.7 164.9 540.9 51,012 533 431 863 0.22 4.7 6 0.00 1 9.79 18.2 0.44 273.6 514.2 159.4 523.0 47,125 492 403 807 0.24 4.3 6 0.00 1 9.49 18.1 0.44 273.6 505.6 161.7 530.4 48,692 508 415 830 0.29 4.5 6 0.00 1 9.11 18.2 0.44 273.6 495.3 164.8 540.6 50,896 531 431 862 0.34 4.7 6 0.00 1 7.20 20.6 0.43 273.6 442.1 171.0 560.9 55,343 578 464 928 0.43 5.5 6 0.00 1 7.23 20.6 0.43 273.6 442.9 175.1 574.4 58,508 611 486 973 0.49 5.7 6 0.00 1 7.87 19.7 0.44 273.6 460.7 177.2 581.3 60,216 629 498 997 0.53 5.6 6 0.00 1 8.89 18.5 0.44 273.6 489.0 178.7 586.4 61,527 643 507 1,014 0.55 5.4 6 0.00 1 9.76 17.2 0.44 273.6 513.4 178.9 587.0 61,726 645 508 1,016 0.58 5.2 6 0.00 1 10.83 15.8 0.45 273.6 543.1 177.6 582.6 60,743 634 501 1,001 0.59 4.9 6 0.00 1 11.30 14.6 0.46 273.7 556.3 174.5 572.6 58,377 610 484 967 0.59 4.7 6 0.00 1 11.19 14.0 0.46 273.7 553.2 172.6 566.1 56,839 594 473 945 0.63 4.6 6 0.00 1 11.16 13.7 0.46 273.7 552.2 172.3 565.4 56,662 592 471 943 0.66 4.6 6 0.00 1 11.31 13.3 0.46 273.7 556.6 172.3 565.2 56,627 591 471 942 0.69 4.6 6 0.00 1 12.22 12.2 0.47 273.7 582.2 169.5 556.2 54,610 570 456 912 0.69 4.3 6 0.00 1 12.99 11.1 0.48 273.7 603.7 165.8 544.0 51,894 542 436 873 0.67 4.0 6 0.00 1 13.63 9.9 0.48 273.7 621.7 159.0 521.5 47,044 491 401 802 0.63 3.7 5 0.00 1 14.65 8.3 0.50 273.8 650.9 149.4 490.1 40,689 425 354 708 0.57 3.1 5 0.00 1 16.72 6.8 0.51 273.8 710.1 140.7 461.7 35,406 370 314 629 0.49 2.6 5 0.00 1 19.63 5.5 0.52 273.8 795.0 133.9 439.4 31,561 330 285 334 0.41 2.1 5 0.00 1 20.99 4.4 0.54 273.9 835.2 121.3 398.1 24,862 260 234 261 0.32 1.6 5 0.00 1 21.47 3.6 0.55 273.9 849.5 111.7 366.5 20,304 212 198 218 0.26 1.2 5 0.00 1 25.12 3.2 0.56 274.0 960.0 111.3 365.1 20,254 212 197 191 0.23 1.0 5 0.00 1 27.99 2.8 0.57 274.0 1,049.2 109.7 359.9 19,645 205 191 170 0.22 0.9 5 0.00 1 22.60 3.6 0.55 273.9 883.6 116.5 382.3 22,600 236 215 228 0.30 1.3 5 0.00 1 20.91 4.2 0.54 273.9 832.9 123.4 404.9 25,958 271 242 271 0.38 1.6 5 0.00 1 19.15 4.5 0.54 273.9 780.7 125.6 411.9 26,993 282 250 299 0.44 1.8 5 0.00 1 19.44 4.5 0.54 273.9 789.2 126.5 415.0 27,495 287 254 300 0.46 1.8 5 0.00 1 19.52 4.4 0.54 273.9 791.6 126.8 416.1 27,685 289 255 301 0.47 1.8 5 0.00 1 19.37 4.4 0.54 273.9 787.2 126.7 415.5 27,584 288 255 302 0.49 1.8 5 0.00 1 18.85 4.5 0.54 273.9 772.0 128.4 421.2 28,487 297 262 523 0.53 1.9 5 0.00 1 18.04 4.7 0.54 273.9 748.3 130.1 426.8 29,376 307 269 537 0.58 2.1 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 5.10 5.05 5.20 5.16 5.30 5.28 5.50 5.43 5.60 5.57 5.80 5.70 5.90 5.85 6.00 5.95 6.10 6.05 6.30 6.19 6.40 6.35 6.50 6.48 6.70 6.60 6.80 6.73 6.90 6.85 7.00 6.98 7.20 7.11 7.30 7.25 7.50 7.39 7.60 7.52 7.70 7.64 7.90 7.79 8.00 7.94 8.10 8.04 8.20 8.14 8.40 8.29 8.50 8.44 8.60 8.56 8.70 8.68 8.90 8.82 9.00 8.94 9.20 9.08 9.30 9.22 9.40 9.33 9.40 9.42 9.60 9.53 9.70 9.66 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 5 0.00 1 17.46 4.9 0.53 273.9 731.5 131.9 432.7 30,337 317 276 552 0.62 2.2 5 0.00 1 17.09 5.1 0.53 273.9 720.7 134.6 441.7 31,872 333 288 575 0.66 2.3 5 0.00 1 17.21 5.3 0.53 273.9 724.3 138.2 453.5 33,948 355 303 606 0.70 2.4 5 0.00 1 16.96 5.5 0.52 273.8 717.0 140.7 461.8 35,438 370 314 629 0.74 2.5 5 0.00 1 15.08 5.7 0.52 273.8 663.1 138.6 454.6 34,063 356 305 610 0.79 2.7 6 0.00 1 13.31 6.0 0.52 273.8 612.8 136.8 448.8 32,913 344 297 594 0.84 2.8 5 0.00 1 14.61 5.9 0.52 273.8 649.5 140.4 460.8 35,151 367 313 626 0.85 2.8 5 0.00 1 15.45 5.8 0.52 273.8 673.5 142.1 466.3 36,220 378 321 641 0.84 2.8 5 0.00 1 15.15 6.2 0.52 273.8 665.0 146.7 481.2 39,009 407 341 683 0.91 3.0 5 0.00 1 15.05 6.5 0.51 273.8 662.3 151.1 495.6 41,826 437 362 724 0.98 3.2 5 0.00 1 16.09 6.7 0.51 273.8 692.0 156.9 514.6 45,751 478 391 781 1.02 3.2 5 0.00 1 18.83 6.2 0.52 273.8 771.4 159.6 523.6 47,768 499 404 809 0.97 3.0 5 0.00 1 22.83 5.2 0.53 273.9 890.5 155.9 511.3 45,338 473 386 404 0.81 2.5 5 0.00 1 21.95 5.1 0.53 273.9 863.9 152.5 500.2 43,039 449 369 399 0.81 2.5 5 0.00 1 18.08 5.9 0.52 273.8 749.4 153.6 504.1 43,706 456 375 749 0.95 2.9 6 0.00 1 13.71 7.3 0.50 273.8 624.0 158.8 520.9 46,961 490 400 800 1.21 3.6 6 0.00 1 11.08 8.4 0.50 273.8 550.0 160.5 526.7 48,043 502 409 818 1.39 4.1 6 0.00 1 9.28 9.4 0.49 273.7 499.9 163.1 535.3 49,767 520 422 845 1.56 4.6 6 0.00 1 8.06 10.5 0.48 273.7 466.0 167.4 549.1 52,748 551 445 889 1.74 5.1 6 0.00 1 7.55 11.2 0.47 273.7 451.9 171.6 563.1 55,908 584 468 935 1.88 5.4 6 0.00 1 6.58 11.4 0.47 273.7 424.9 168.5 552.8 53,449 558 451 901 1.93 5.5 6 0.00 1 4.73 11.7 0.47 273.7 373.5 160.7 527.1 47,554 497 410 819 2.01 5.7 6 0.00 1 4.59 12.6 0.47 273.7 369.5 166.7 546.9 51,913 542 441 882 2.16 6.0 6 0.00 1 6.09 11.5 0.47 273.7 411.5 167.5 549.6 52,704 550 445 891 2.02 5.6 6 0.00 1 5.02 13.5 0.46 273.7 381.4 176.1 577.9 59,160 618 492 985 2.33 6.4 6 0.00 1 5.06 14.4 0.46 273.7 382.5 183.1 600.7 64,748 676 532 1,064 2.48 6.7 6 0.00 1 4.93 15.0 0.45 273.7 379.1 186.9 613.2 67,883 709 554 1,109 2.57 6.9 6 0.00 1 4.59 15.8 0.45 273.6 369.5 190.3 624.3 70,700 738 575 1,149 2.69 7.2 6 0.00 1 4.24 17.0 0.45 273.6 359.8 195.8 642.2 75,416 788 608 1,216 2.86 7.5 6 0.00 1 3.83 18.6 0.44 273.6 348.2 202.3 663.8 81,284 849 650 1,299 3.07 8.0 6 0.00 1 3.32 20.6 0.43 273.6 333.7 209.4 687.1 87,899 918 696 1,392 3.32 8.6 6 0.00 1 3.18 22.3 0.43 273.6 329.6 218.1 715.7 96,433 1,007 755 1,510 3.54 9.0 6 0.00 1 3.15 23.1 0.42 273.6 328.8 222.5 730.1 100,893 1,054 786 1,572 3.65 9.2 6 0.00 1 2.99 23.8 0.42 273.6 324.4 224.6 736.7 102,926 1,075 800 1,601 3.74 9.3 6 0.00 1 2.73 24.1 0.42 273.6 316.8 223.9 734.6 102,196 1,067 796 1,591 3.79 9.4 6 0.00 1 2.00 25.4 0.42 273.5 295.7 223.2 732.2 101,312 1,058 791 1,581 3.95 9.7 6 0.00 1 1.70 26.1 0.42 273.5 286.9 223.4 733.0 101,476 1,060 792 1,584 4.05 9.9 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 9.80 9.75 9.90 9.84 10.10 10.01 10.20 10.19 10.40 10.30 10.50 10.45 10.60 10.58 10.70 10.68 10.90 10.81 11.00 10.94 11.10 11.06 11.20 11.18 11.40 11.32 11.50 11.45 11.60 11.57 11.90 11.78 12.00 11.98 12.10 12.08 12.30 12.20 12.40 12.31 12.50 12.41 12.60 12.52 12.70 12.63 12.80 12.73 12.90 12.82 13.00 12.95 13.10 13.08 13.30 13.20 13.40 13.33 13.50 13.46 13.70 13.60 13.80 13.74 13.90 13.87 14.00 13.97 14.10 14.08 14.30 14.21 14.40 14.35 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 6 0.00 1 0.90 26.9 0.41 273.5 263.3 217.6 714.0 95,426 997 752 1,504 4.14 10.0 7 0.00 1 0.00 27.2 0.41 273.5 220.3 200.4 657.5 78,470 819 637 1,275 4.18 10.1 7 0.00 1 0.00 27.9 0.41 273.5 218.0 202.8 665.2 80,602 842 653 1,305 4.29 10.2 7 0.00 1 0.00 26.7 0.41 273.5 224.2 201.5 661.1 79,443 830 644 1,289 4.19 9.8 7 0.00 1 0.00 28.0 0.41 273.5 222.6 206.2 676.3 83,757 875 675 1,349 4.34 10.1 7 0.00 1 0.00 29.9 0.41 273.5 224.9 215.0 705.3 92,309 964 733 1,467 4.57 10.5 7 0.00 1 0.13 30.1 0.41 273.5 239.7 223.3 732.5 100,816 1,053 791 1,582 4.61 10.5 6 0.00 1 0.70 30.2 0.41 273.5 257.3 232.1 761.5 110,265 1,151 855 1,710 4.64 10.5 6 0.00 1 1.08 30.1 0.41 273.5 268.6 237.0 777.6 115,685 1,208 892 1,783 4.64 10.4 6 0.00 1 1.19 29.7 0.41 273.5 271.8 237.4 779.0 116,160 1,213 895 1,790 4.63 10.3 6 0.00 1 1.10 29.4 0.41 273.5 269.2 235.2 771.8 113,685 1,187 878 1,757 4.61 10.1 6 0.00 1 1.24 28.7 0.41 273.5 273.3 234.4 769.2 112,806 1,178 872 1,745 4.55 9.9 6 0.00 1 2.14 28.3 0.41 273.5 299.7 244.4 801.7 124,060 1,296 948 1,896 4.54 9.8 6 0.00 1 3.29 27.9 0.41 273.5 332.7 256.1 840.4 138,104 1,442 1,041 2,083 4.52 9.7 6 0.00 1 4.37 27.7 0.41 273.5 363.2 266.7 875.0 151,348 1,580 1,129 2,258 4.50 9.5 6 0.00 1 6.14 26.1 0.42 273.5 412.7 276.5 907.3 164,291 1,716 1,214 2,428 4.37 9.1 6 0.00 1 6.34 25.5 0.42 273.5 418.2 276.0 905.5 163,561 1,708 1,209 2,418 4.33 8.9 6 0.00 1 6.23 25.1 0.42 273.6 415.4 273.3 896.6 159,948 1,670 1,185 2,371 4.30 8.8 6 0.00 1 6.05 25.2 0.42 273.5 410.2 272.6 894.5 159,045 1,661 1,180 2,360 4.33 8.8 6 0.00 1 5.65 26.3 0.41 273.5 399.1 275.5 903.7 162,665 1,699 1,204 2,409 4.47 9.0 6 0.00 1 4.95 28.8 0.41 273.5 379.5 281.8 924.4 170,980 1,785 1,260 2,520 4.77 9.5 6 0.00 1 3.80 30.5 0.40 273.5 347.2 278.6 914.0 166,496 1,739 1,232 2,463 4.99 9.9 6 0.00 1 4.14 31.7 0.40 273.5 357.0 288.4 946.0 179,860 1,878 1,320 2,639 5.13 10.1 6 0.00 1 4.53 32.3 0.40 273.5 367.9 296.1 971.6 190,899 1,993 1,392 2,784 5.22 10.2 6 0.00 1 5.72 30.3 0.40 273.5 401.1 299.6 982.9 196,112 2,048 1,425 2,849 5.02 9.7 6 0.00 1 5.86 30.8 0.40 273.5 404.8 304.3 998.5 202,985 2,120 1,470 2,940 5.10 9.8 6 0.00 1 6.15 30.4 0.40 273.5 413.0 305.9 1,003.5 205,293 2,144 1,485 2,970 5.08 9.7 6 0.00 1 6.42 29.8 0.41 273.5 420.6 305.8 1,003.2 205,157 2,142 1,484 2,968 5.03 9.5 6 0.00 1 6.61 29.2 0.41 273.5 425.7 304.6 999.4 203,434 2,124 1,473 2,946 4.98 9.3 6 0.00 1 6.72 28.5 0.41 273.5 429.0 302.9 993.7 200,831 2,097 1,456 2,912 4.93 9.1 6 0.00 1 6.82 27.9 0.41 273.5 431.6 301.0 987.6 198,061 2,068 1,438 2,876 4.88 8.9 6 0.00 1 6.36 27.5 0.41 273.5 418.7 294.9 967.5 189,097 1,975 1,380 2,760 4.85 8.8 6 0.00 1 5.40 27.5 0.41 273.5 392.0 285.9 938.0 176,336 1,841 1,297 2,595 4.86 8.7 6 0.00 1 4.23 28.2 0.41 273.5 359.5 277.7 911.0 164,975 1,723 1,224 2,447 4.96 8.9 6 0.00 1 2.30 29.6 0.41 273.5 304.5 262.1 860.0 144,665 1,511 1,091 2,181 5.13 9.1 6 0.00 1 1.25 30.2 0.41 273.5 273.7 251.7 825.9 131,795 1,376 1,006 2,012 5.23 9.2 6 0.00 1 1.10 30.6 0.40 273.5 269.3 252.0 826.8 132,062 1,379 1,008 2,016 5.30 9.3 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 14.60 14.50 14.70 14.65 14.80 14.75 14.90 14.85 15.10 14.99 15.20 15.12 15.30 15.24 15.40 15.38 15.60 15.51 15.70 15.65 15.80 15.76 16.00 15.90 16.10 16.03 16.20 16.15 16.30 16.29 16.50 16.43 16.70 16.61 16.80 16.76 17.00 16.89 17.10 17.02 17.20 17.14 17.30 17.27 17.50 17.40 17.60 17.55 17.80 17.69 17.90 17.82 18.00 17.94 18.10 18.06 18.30 18.19 18.40 18.33 18.50 18.45 18.70 18.59 18.80 18.74 19.00 18.88 19.10 19.00 19.20 19.11 19.30 19.24 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 6 0.00 1 0.68 30.8 0.40 273.5 256.8 247.2 811.1 126,295 1,319 970 1,940 5.35 9.3 6 0.00 1 0.73 30.6 0.40 273.5 258.1 247.4 811.7 126,487 1,321 971 1,943 5.34 9.2 6 0.00 1 0.93 30.4 0.40 273.5 264.2 249.7 819.2 129,196 1,349 990 1,979 5.33 9.1 6 0.00 1 1.14 30.2 0.41 273.5 270.4 251.9 826.5 131,854 1,377 1,007 2,015 5.32 9.0 6 0.00 1 0.98 30.2 0.41 273.5 265.8 250.4 821.6 130,016 1,358 995 1,991 5.35 9.0 6 0.00 1 0.71 30.2 0.41 273.5 257.6 246.9 810.1 125,825 1,314 968 1,935 5.37 9.0 6 0.00 1 0.93 29.9 0.41 273.5 264.1 249.1 817.3 128,411 1,341 985 1,970 5.35 8.9 6 0.00 1 1.26 29.9 0.41 273.5 273.9 253.9 833.1 134,164 1,401 1,023 2,047 5.36 8.8 6 0.00 1 1.29 30.0 0.41 273.5 275.1 255.5 838.1 135,972 1,420 1,036 2,072 5.40 8.8 6 0.00 1 1.21 30.4 0.40 273.5 272.7 256.5 841.4 137,140 1,432 1,044 2,088 5.47 8.9 6 0.00 1 1.09 31.2 0.40 273.5 268.9 258.2 847.2 139,239 1,454 1,058 2,117 5.58 9.0 6 0.00 1 0.96 31.9 0.40 273.5 265.0 259.8 852.4 141,139 1,474 1,071 2,143 5.69 9.1 6 0.00 1 0.65 32.5 0.40 273.5 255.6 257.9 846.0 138,651 1,448 1,055 2,111 5.78 9.2 7 0.00 1 0.20 33.1 0.40 273.5 242.1 254.0 833.4 133,857 1,398 1,024 2,048 5.88 9.3 7 0.00 1 0.21 33.1 0.40 273.5 242.4 254.4 834.6 134,274 1,402 1,027 2,054 5.89 9.2 7 0.00 1 0.29 32.9 0.40 273.5 244.7 255.2 837.2 135,217 1,412 1,034 2,067 5.89 9.2 7 0.00 1 0.04 33.3 0.40 273.5 237.0 253.1 830.4 132,609 1,385 1,017 2,033 5.96 9.2 7 0.00 1 0.00 32.7 0.40 273.5 229.9 247.5 812.1 125,935 1,315 972 1,945 5.92 9.1 7 0.00 1 0.00 32.4 0.40 273.5 233.5 248.6 815.6 127,173 1,328 981 1,962 5.90 9.0 7 0.00 1 0.11 31.7 0.40 273.5 239.3 249.1 817.3 127,814 1,335 985 1,970 5.83 8.8 7 0.00 1 0.25 31.9 0.40 273.5 243.7 252.3 827.9 131,643 1,375 1,011 2,021 5.87 8.8 7 0.00 1 0.32 32.1 0.40 273.5 245.6 254.4 834.6 134,100 1,400 1,027 2,054 5.91 8.8 7 0.00 1 0.06 32.5 0.40 273.5 237.8 252.4 828.2 131,668 1,375 1,011 2,023 5.98 8.9 7 0.00 1 0.11 32.4 0.40 273.5 239.3 252.9 829.8 132,226 1,381 1,015 2,031 5.98 8.8 7 0.00 1 0.13 32.3 0.40 273.5 239.8 253.2 830.6 132,495 1,384 1,017 2,035 5.99 8.8 7 0.00 1 0.00 32.0 0.40 273.5 230.4 247.7 812.5 125,857 1,314 973 1,947 5.98 8.7 7 0.00 1 0.00 31.8 0.40 273.5 224.8 244.0 800.6 121,590 1,270 945 1,890 5.97 8.6 7 0.00 1 0.00 31.8 0.40 273.5 223.3 243.4 798.7 120,869 1,262 941 1,881 5.98 8.6 7 0.00 1 0.00 31.5 0.40 273.5 225.0 243.5 798.8 120,887 1,262 941 1,882 5.96 8.5 7 0.00 1 0.07 31.1 0.40 273.5 238.1 249.1 817.4 127,580 1,332 985 1,970 5.93 8.4 6 0.00 1 0.69 30.5 0.40 273.5 256.9 256.4 841.3 136,401 1,424 1,044 2,087 5.86 8.3 6 0.00 1 0.97 30.0 0.41 273.5 265.3 258.7 848.7 139,202 1,454 1,062 2,124 5.81 8.1 6 0.00 1 1.08 29.8 0.41 273.5 268.7 259.8 852.5 140,607 1,468 1,072 2,143 5.81 8.1 6 0.00 1 1.07 29.4 0.41 273.5 268.4 258.3 847.6 138,752 1,449 1,059 2,119 5.77 8.0 6 0.00 1 0.97 28.9 0.41 273.5 265.3 254.9 836.3 134,518 1,405 1,031 2,062 5.72 7.9 6 0.00 1 0.70 28.6 0.41 273.5 257.2 249.6 819.0 128,161 1,338 989 1,978 5.68 7.8 6 0.00 1 0.56 28.3 0.41 273.5 253.1 246.6 809.0 124,553 1,301 965 1,930 5.66 7.7 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 19.50 19.38 19.60 19.52 19.70 19.65 19.90 19.79 20.00 19.92 20.10 20.05 20.20 20.17 20.40 20.30 20.50 20.42 20.60 20.55 20.80 20.69 20.90 20.82 21.00 20.94 21.20 21.11 21.30 21.25 21.40 21.36 21.50 21.49 21.70 21.62 21.80 21.75 21.90 21.83 22.00 21.94 22.10 22.08 22.30 22.21 22.40 22.34 22.50 22.46 22.70 22.58 22.80 22.73 22.90 22.87 23.10 23.00 23.20 23.13 23.30 23.27 23.40 23.38 23.60 23.53 23.70 23.66 23.80 23.76 24.00 23.91 24.10 24.05 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 6 0.00 1 0.66 27.3 0.41 273.5 256.1 244.0 800.5 121,549 1,269 945 1,890 5.54 7.5 6 0.00 1 0.82 26.7 0.41 273.5 260.9 243.6 799.2 121,127 1,265 942 1,884 5.46 7.3 6 0.00 1 1.97 27.2 0.41 273.5 295.0 261.9 859.1 143,132 1,495 1,088 2,177 5.55 7.4 6 0.00 1 2.08 27.5 0.41 273.5 298.0 265.1 869.8 147,191 1,537 1,116 2,231 5.61 7.4 6 0.00 1 2.15 25.0 0.42 273.6 300.1 253.8 832.5 133,271 1,392 1,022 2,044 5.26 6.9 6 0.00 1 2.85 22.8 0.42 273.6 320.2 250.3 821.3 129,293 1,350 995 1,989 4.93 6.5 6 0.00 1 2.23 22.6 0.43 273.6 302.5 242.3 795.0 119,878 1,252 932 1,864 4.91 6.4 6 0.00 1 1.32 23.9 0.42 273.6 275.8 238.7 783.2 115,597 1,207 905 1,809 5.13 6.7 6 0.00 1 1.21 24.2 0.42 273.6 272.7 239.0 784.1 115,839 1,210 907 1,813 5.19 6.7 7 0.00 1 0.40 26.4 0.41 273.5 248.1 238.8 783.4 115,370 1,205 905 1,810 5.54 7.1 7 0.00 1 0.00 28.9 0.41 273.5 230.5 241.2 791.4 117,878 1,231 924 1,847 5.92 7.6 7 0.00 1 0.00 29.9 0.41 273.5 230.6 245.8 806.4 123,103 1,286 959 1,918 6.08 7.7 7 0.00 1 0.00 30.4 0.40 273.5 234.7 250.2 820.9 128,294 1,340 994 1,987 6.17 7.8 7 0.00 1 0.05 30.3 0.40 273.5 237.4 251.8 826.0 130,125 1,359 1,006 2,012 6.18 7.8 7 0.00 1 0.10 30.4 0.40 273.5 238.8 253.2 830.6 131,766 1,376 1,017 2,034 6.21 7.7 7 0.00 1 0.30 30.5 0.40 273.5 244.9 256.7 842.2 136,093 1,421 1,046 2,092 6.22 7.7 7 0.00 1 0.46 30.2 0.41 273.5 250.0 258.6 848.4 138,412 1,445 1,061 2,123 6.21 7.7 6 0.00 1 0.54 28.9 0.41 273.5 252.5 254.1 833.8 133,013 1,389 1,025 2,050 6.02 7.4 6 0.00 1 1.08 27.1 0.41 273.5 268.7 254.1 833.8 133,127 1,390 1,025 2,050 5.77 7.1 6 0.00 1 0.97 26.6 0.41 273.5 265.4 250.3 821.3 128,560 1,343 995 1,989 5.71 7.0 7 0.00 1 0.47 25.3 0.42 273.5 250.3 237.3 778.5 113,487 1,185 894 1,787 5.52 6.7 6 0.00 1 0.84 24.7 0.42 273.6 261.6 240.0 787.4 116,568 1,217 914 1,828 5.44 6.6 6 0.00 1 0.64 26.0 0.42 273.5 255.6 243.8 799.7 120,748 1,261 943 1,886 5.66 6.8 7 0.00 1 0.12 29.1 0.41 273.5 239.6 250.1 820.6 127,969 1,336 993 1,986 6.14 7.3 7 0.00 1 0.17 29.6 0.41 273.5 241.2 253.2 830.8 131,663 1,375 1,018 2,036 6.23 7.4 6 0.00 1 0.54 29.9 0.41 273.5 252.3 260.7 855.2 140,795 1,470 1,079 2,157 6.29 7.4 6 0.00 1 1.10 29.7 0.41 273.5 269.3 268.9 882.3 151,311 1,580 1,148 2,296 6.28 7.4 6 0.00 1 1.52 29.9 0.41 273.5 281.8 276.2 906.2 160,844 1,680 1,211 2,422 6.33 7.4 6 0.00 1 1.42 30.0 0.41 273.5 278.7 275.6 904.2 159,985 1,671 1,206 2,411 6.36 7.4 6 0.00 1 1.05 30.5 0.40 273.5 267.7 272.4 893.6 155,669 1,626 1,178 2,355 6.44 7.5 6 0.00 1 0.52 31.2 0.40 273.5 251.9 267.7 878.3 149,480 1,561 1,137 2,275 6.57 7.6 6 0.00 1 0.60 31.8 0.40 273.5 254.3 271.9 891.9 154,813 1,617 1,173 2,346 6.67 7.6 7 0.00 1 0.22 31.8 0.40 273.5 242.5 265.8 872.1 146,962 1,535 1,122 2,243 6.69 7.6 6 0.00 1 0.52 31.2 0.40 273.5 251.8 268.5 880.9 150,420 1,571 1,144 2,288 6.61 7.5 6 0.00 1 1.20 31.0 0.40 273.5 272.3 278.3 912.9 163,315 1,705 1,229 2,458 6.59 7.4 6 0.00 1 0.93 30.3 0.40 273.5 264.3 271.4 890.3 154,185 1,610 1,169 2,338 6.50 7.3 6 0.00 1 0.64 30.4 0.40 273.5 255.5 267.5 877.5 149,077 1,557 1,135 2,271 6.53 7.3 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 24.30 24.20 24.40 24.32 24.50 24.45 24.60 24.59 24.80 24.70 24.90 24.83 25.00 24.97 25.10 25.08 25.30 25.21 25.30 25.31 25.50 25.43 25.60 25.56 25.80 25.68 25.90 25.82 26.00 25.94 26.20 26.09 26.30 26.22 26.40 26.34 26.60 26.48 26.70 26.61 26.80 26.73 26.90 26.86 27.10 26.99 27.20 27.11 27.30 27.24 27.40 27.39 27.60 27.52 27.70 27.65 27.80 27.78 28.00 27.91 28.10 28.03 28.30 28.17 28.40 28.32 28.50 28.45 28.60 28.58 28.80 28.71 28.90 28.86 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 7 0.00 1 0.15 30.7 0.40 273.5 240.5 261.2 856.9 141,011 1,473 1,083 2,166 6.60 7.3 7 0.00 1 0.00 30.4 0.40 273.5 225.2 251.6 825.5 129,180 1,349 1,005 2,010 6.56 7.3 7 0.00 1 0.00 29.8 0.41 273.5 229.9 252.0 826.7 129,653 1,354 1,008 2,015 6.49 7.1 6 0.00 1 0.54 26.8 0.41 273.5 252.6 250.8 823.0 128,550 1,342 999 1,997 6.04 6.6 6 0.00 1 0.78 25.8 0.42 273.5 259.6 249.5 818.7 127,057 1,327 988 1,977 5.89 6.4 6 0.00 1 1.00 23.8 0.42 273.6 266.4 242.9 796.9 119,412 1,247 936 1,873 5.56 6.0 6 0.00 1 0.86 23.3 0.42 273.6 262.0 238.8 783.5 114,722 1,198 905 1,810 5.50 5.9 7 0.00 1 0.36 25.6 0.42 273.5 247.0 243.0 797.2 119,274 1,246 937 1,874 5.89 6.3 7 0.00 1 0.10 27.5 0.41 273.5 239.0 248.1 813.9 125,009 1,305 977 1,953 6.21 6.7 7 0.00 1 0.07 28.1 0.41 273.5 237.8 250.3 821.4 127,666 1,333 995 1,990 6.32 6.7 6 0.00 1 0.63 28.6 0.41 273.5 255.0 262.1 860.0 142,101 1,484 1,090 2,181 6.42 6.8 6 0.00 1 0.77 28.8 0.41 273.5 259.3 265.4 870.7 146,214 1,527 1,118 2,236 6.46 6.8 6 0.00 1 0.90 29.7 0.41 273.5 263.4 271.7 891.4 154,313 1,611 1,172 2,343 6.61 7.0 6 0.00 1 0.89 30.9 0.40 273.5 263.0 277.4 910.0 161,709 1,689 1,221 2,442 6.82 7.2 6 0.00 1 0.59 33.0 0.40 273.5 254.0 282.0 925.0 167,730 1,752 1,262 2,524 7.15 7.5 6 0.00 1 1.15 31.1 0.40 273.5 270.9 283.1 928.7 169,362 1,769 1,272 2,543 6.89 7.2 6 0.00 1 0.95 31.2 0.40 273.5 264.8 280.6 920.6 165,939 1,733 1,250 2,499 6.92 7.2 6 0.00 1 1.03 31.1 0.40 273.5 267.1 281.4 923.1 166,996 1,744 1,257 2,513 6.91 7.1 6 0.00 1 1.37 31.2 0.40 273.5 277.2 287.2 942.4 175,076 1,828 1,310 2,619 6.93 7.1 6 0.00 1 1.40 30.9 0.40 273.5 278.3 286.9 941.3 174,578 1,823 1,306 2,613 6.91 7.0 6 0.00 1 1.41 30.8 0.40 273.5 278.6 286.8 941.1 174,476 1,822 1,306 2,612 6.91 7.0 6 0.00 1 1.81 31.0 0.40 273.5 290.1 294.1 965.0 184,738 1,929 1,373 2,746 6.96 7.0 6 0.00 1 2.18 31.0 0.40 273.5 301.0 299.7 983.1 192,726 2,013 1,425 2,850 6.97 7.0 6 0.00 1 2.66 30.5 0.40 273.5 314.9 304.1 997.7 199,318 2,081 1,468 2,936 6.90 6.9 6 0.00 1 3.03 29.6 0.41 273.5 325.3 305.0 1,000.7 200,716 2,096 1,477 2,953 6.78 6.8 6 0.00 1 3.34 29.7 0.41 273.5 334.2 310.1 1,017.5 208,378 2,176 1,526 3,053 6.81 6.8 6 0.00 1 3.70 29.0 0.41 273.5 344.5 311.2 1,021.1 210,090 2,194 1,537 3,075 6.71 6.6 6 0.00 1 3.73 28.9 0.41 273.5 345.3 311.6 1,022.2 210,569 2,199 1,541 3,081 6.71 6.6 6 0.00 1 3.69 29.0 0.41 273.5 344.2 311.9 1,023.3 211,065 2,204 1,544 3,088 6.75 6.6 6 0.00 1 3.75 28.7 0.41 273.5 345.9 310.9 1,020.1 209,576 2,189 1,534 3,069 6.70 6.5 6 0.00 1 3.75 27.9 0.41 273.5 345.9 307.1 1,007.5 203,796 2,128 1,497 2,993 6.59 6.4 6 0.00 1 3.65 26.1 0.42 273.5 343.1 296.2 971.9 187,920 1,962 1,393 2,786 6.30 6.1 6 0.00 1 3.46 24.7 0.42 273.6 337.8 285.8 937.5 173,162 1,808 1,296 2,592 6.05 5.8 6 0.00 1 2.59 23.8 0.42 273.6 312.7 270.3 886.8 152,431 1,592 1,160 2,319 5.90 5.6 6 0.00 1 1.83 23.7 0.42 273.6 290.8 260.7 855.2 140,117 1,463 1,079 2,157 5.91 5.6 6 0.00 1 1.51 23.8 0.42 273.6 281.5 256.9 842.8 135,385 1,414 1,047 2,095 5.93 5.6 6 0.00 1 1.95 22.1 0.43 273.6 294.4 253.8 832.5 131,703 1,375 1,022 2,044 5.63 5.3 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 29.00 29.00 29.20 29.11 29.30 29.24 29.40 29.36 29.50 29.48 29.70 29.62 29.80 29.78 30.00 29.90 30.10 30.01 30.20 30.13 30.30 30.27 30.50 30.42 30.60 30.55 30.70 30.68 30.90 30.81 31.00 30.94 31.10 31.05 31.30 31.19 31.40 31.33 31.50 31.46 31.70 31.60 31.80 31.73 31.90 31.86 32.00 31.99 32.20 32.12 32.30 32.24 32.50 32.37 32.60 32.52 32.70 32.64 32.90 32.78 33.00 32.92 33.10 33.04 33.20 33.15 33.30 33.27 33.50 33.40 33.60 33.53 33.80 33.70 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 6 0.00 1 1.99 22.3 0.43 273.6 295.6 255.3 837.7 133,580 1,395 1,035 2,069 5.67 5.3 6 0.00 1 1.97 24.3 0.42 273.6 294.9 266.3 873.7 147,093 1,536 1,126 2,251 6.05 5.7 6 0.00 1 2.41 25.5 0.42 273.5 307.7 279.1 915.7 163,829 1,711 1,236 2,473 6.29 5.9 6 0.00 1 3.53 25.4 0.42 273.5 339.7 293.0 961.2 183,059 1,912 1,362 2,724 6.28 5.8 6 0.00 1 4.27 24.9 0.42 273.6 360.6 298.8 980.2 191,488 2,000 1,417 2,834 6.19 5.7 6 0.00 1 4.79 23.3 0.42 273.6 375.0 295.2 968.7 186,490 1,947 1,384 2,767 5.92 5.4 6 0.00 1 4.96 21.3 0.43 273.6 379.9 284.5 933.3 171,499 1,791 1,284 2,569 5.55 5.1 6 0.00 1 4.73 20.8 0.43 273.6 373.4 279.3 916.3 164,433 1,717 1,238 2,476 5.47 5.0 6 0.00 1 4.74 19.9 0.43 273.6 373.8 273.5 897.3 156,794 1,637 1,187 2,374 5.30 4.8 6 0.00 1 4.52 19.5 0.44 273.6 367.4 268.6 881.1 150,376 1,570 1,145 2,290 5.22 4.7 6 0.00 1 4.86 18.0 0.44 273.6 377.2 261.4 857.5 141,377 1,476 1,084 2,169 4.91 4.4 6 0.00 1 5.66 15.7 0.45 273.6 399.5 252.0 826.7 130,120 1,359 1,008 2,015 4.43 4.0 6 0.01 1 6.69 13.4 0.46 273.7 428.1 240.8 790.0 117,376 1,226 920 1,840 3.88 3.5 6 0.01 1 8.99 10.6 0.48 273.7 491.9 230.0 754.6 105,907 1,106 840 1,679 3.18 2.8 5 0.01 1 15.63 7.3 0.50 273.8 678.7 225.2 738.9 101,589 1,061 805 1,610 2.26 2.0 5 0.01 1 22.97 5.7 0.52 273.8 894.5 227.5 746.5 104,632 1,093 822 858 1.74 1.5 5 0.02 1 31.68 4.1 0.55 273.9 1,167.3 221.6 727.2 98,975 1,034 780 623 1.21 1.1 4 0.03 1 37.95 3.2 0.56 274.0 1,375.8 212.3 696.6 89,508 935 485 11.56 10.3 4 0.03 1 37.74 3.0 0.57 274.0 1,368.6 206.8 678.5 84,292 880 463 11.02 9.8 6 0.01 1 11.78 8.4 0.49 273.8 569.8 222.1 728.7 98,040 1,024 783 1,566 2.61 2.3 6 0.01 1 6.18 13.5 0.46 273.7 413.7 239.4 785.4 115,668 1,208 910 1,819 3.97 3.4 6 0.00 1 4.57 16.4 0.45 273.6 368.8 249.4 818.3 126,748 1,324 987 1,975 4.66 4.0 6 0.00 1 4.51 17.7 0.44 273.6 367.3 258.5 848.2 137,609 1,437 1,061 2,122 4.95 4.3 6 0.00 1 4.89 18.6 0.44 273.6 377.7 268.7 881.5 150,339 1,570 1,146 2,292 5.15 4.4 6 0.00 1 4.85 19.8 0.43 273.6 376.7 277.5 910.4 161,772 1,689 1,222 2,444 5.43 4.6 6 0.00 1 4.80 21.3 0.43 273.6 375.5 287.0 941.5 174,538 1,823 1,307 2,614 5.73 4.9 6 0.00 1 4.84 23.9 0.42 273.6 376.5 304.8 1,000.0 199,971 2,088 1,475 2,949 6.26 5.3 6 0.00 1 4.82 25.6 0.42 273.5 376.0 315.5 1,035.2 216,117 2,257 1,580 3,160 6.60 5.6 6 0.00 1 4.82 27.0 0.41 273.5 375.8 323.8 1,062.3 228,993 2,391 1,664 3,328 6.86 5.8 6 0.00 1 4.36 27.5 0.41 273.5 363.0 321.9 1,056.1 225,859 2,359 1,644 3,289 6.98 5.9 6 0.00 1 3.21 27.5 0.41 273.5 330.5 307.2 1,007.8 203,072 2,121 1,498 2,995 6.99 5.8 6 0.00 1 3.33 26.2 0.42 273.5 333.9 301.6 989.6 194,915 2,035 1,444 2,888 6.76 5.6 6 0.00 1 3.44 25.8 0.42 273.5 337.0 300.8 986.8 193,657 2,022 1,436 2,871 6.69 5.6 6 0.00 1 2.50 29.1 0.41 273.5 310.4 306.8 1,006.4 202,225 2,112 1,493 2,987 7.31 6.0 6 0.00 1 2.10 32.3 0.40 273.5 298.8 317.2 1,040.8 217,972 2,276 1,597 3,194 7.89 6.5 6 0.00 1 2.50 32.9 0.40 273.5 310.2 326.3 1,070.4 232,252 2,425 1,690 3,379 8.00 6.6 6 0.00 1 2.97 33.2 0.40 273.5 323.7 335.3 1,100.2 247,049 2,580 1,785 3,570 8.08 6.6 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 33.90 33.83 34.00 33.95 34.10 34.08 34.30 34.21 34.40 34.34 34.60 34.48 34.70 34.61 34.80 34.72 35.00 34.87 35.10 35.02 35.20 35.15 35.30 35.26 35.50 35.40 35.60 35.55 35.70 35.67 35.80 35.78 36.00 35.91 36.10 36.06 36.30 36.19 36.40 36.32 36.50 36.46 36.60 36.58 36.80 36.72 36.90 36.87 37.00 36.98 37.20 37.11 37.40 37.27 37.50 37.42 37.60 37.55 37.80 37.71 37.90 37.84 38.00 37.95 38.20 38.10 38.30 38.23 38.40 38.34 38.50 38.48 38.70 38.61 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 6 0.00 1 3.24 32.7 0.40 273.5 331.4 337.1 1,106.0 250,030 2,611 1,804 3,607 8.01 6.5 6 0.00 1 3.58 32.4 0.40 273.5 341.1 340.7 1,117.7 256,036 2,674 1,842 3,684 7.97 6.5 6 0.00 1 3.96 32.2 0.40 273.5 351.7 345.3 1,132.8 263,863 2,755 1,892 3,784 7.96 6.4 6 0.00 1 4.47 31.2 0.40 273.5 366.2 346.9 1,138.1 266,738 2,785 1,910 3,820 7.79 6.3 6 0.00 1 4.82 30.6 0.40 273.5 375.9 348.4 1,142.9 269,317 2,812 1,926 3,852 7.70 6.2 6 0.00 1 5.27 30.0 0.41 273.5 388.5 351.2 1,152.2 274,267 2,864 1,957 3,915 7.61 6.1 6 0.00 1 5.52 30.0 0.41 273.5 395.5 354.7 1,163.6 280,382 2,928 1,996 3,993 7.62 6.1 6 0.00 1 6.10 29.8 0.41 273.5 411.6 361.0 1,184.4 291,762 3,047 2,068 4,137 7.60 6.0 6 0.00 1 6.96 29.5 0.41 273.5 435.4 369.5 1,212.3 307,374 3,210 2,167 4,334 7.55 5.9 6 0.00 1 7.30 29.1 0.41 273.5 444.8 371.0 1,217.3 310,253 3,240 2,185 4,370 7.48 5.9 6 0.00 1 7.47 28.8 0.41 273.5 449.7 371.9 1,220.0 311,790 3,256 2,195 4,389 7.45 5.8 6 0.00 1 7.86 29.5 0.41 273.5 460.4 380.8 1,249.2 328,636 3,432 2,301 4,602 7.58 5.9 6 0.00 1 6.15 32.4 0.40 273.5 413.1 378.4 1,241.3 323,658 3,380 2,272 4,544 8.14 6.3 6 0.00 1 6.14 33.3 0.40 273.5 412.8 383.7 1,258.7 333,758 3,485 2,336 4,672 8.31 6.4 6 0.00 1 7.27 30.1 0.41 273.5 444.2 378.7 1,242.6 324,637 3,390 2,277 4,553 7.74 5.9 6 0.00 1 5.87 32.0 0.40 273.5 405.2 373.2 1,224.6 313,941 3,278 2,211 4,422 8.11 6.2 6 0.00 1 5.12 32.9 0.40 273.5 384.2 368.8 1,210.1 305,546 3,191 2,159 4,318 8.29 6.3 6 0.00 1 4.92 33.7 0.40 273.5 378.8 370.9 1,216.8 309,256 3,229 2,183 4,366 8.45 6.4 6 0.00 1 5.11 34.1 0.40 273.5 384.1 375.8 1,232.8 318,373 3,325 2,241 4,482 8.53 6.5 6 0.00 1 5.57 33.9 0.40 273.5 396.8 381.2 1,250.7 328,836 3,434 2,307 4,613 8.51 6.4 6 0.00 1 5.78 34.5 0.40 273.5 402.8 387.3 1,270.7 340,619 3,557 2,381 4,762 8.62 6.5 6 0.00 1 5.04 36.3 0.39 273.5 382.1 387.6 1,271.6 340,956 3,561 2,384 4,769 8.97 6.7 6 0.00 1 3.28 40.2 0.38 273.5 332.6 380.4 1,248.2 326,676 3,411 2,297 4,594 9.63 7.2 6 0.00 1 3.55 38.8 0.39 273.5 340.2 378.4 1,241.4 322,812 3,371 2,272 4,545 9.42 7.0 6 0.00 1 2.68 38.7 0.39 273.5 315.3 363.9 1,193.8 295,722 3,088 2,102 4,203 9.41 7.0 6 0.00 1 1.07 39.1 0.39 273.5 268.4 337.8 1,108.4 250,084 2,612 1,812 3,623 9.50 7.0 6 0.00 1 0.66 43.9 0.38 273.4 256.0 349.3 1,146.1 269,421 2,813 1,937 3,874 10.29 7.5 7 0.00 1 0.00 51.3 0.37 273.4 232.1 359.3 1,178.9 286,523 2,992 2,049 4,098 11.44 8.4 7 0.00 1 0.00 52.6 0.37 273.4 232.2 364.1 1,194.7 295,141 3,082 2,105 4,209 11.65 8.5 7 0.00 1 0.14 52.6 0.37 273.4 240.0 370.7 1,216.1 307,118 3,207 2,181 4,361 11.68 8.5 7 0.00 1 0.00 51.4 0.37 273.4 212.6 345.0 1,132.0 261,303 2,729 1,889 3,779 11.52 8.3 7 0.00 1 0.37 44.7 0.38 273.4 247.3 347.7 1,140.8 266,392 2,782 1,919 3,838 10.51 7.6 6 0.00 1 1.43 37.9 0.39 273.5 279.2 340.8 1,118.0 254,936 2,662 1,843 3,686 9.41 6.7 6 0.00 1 2.57 32.9 0.40 273.5 312.4 336.6 1,104.4 248,322 2,593 1,798 3,597 8.54 6.1 6 0.00 1 4.55 26.8 0.41 273.5 368.4 331.1 1,086.4 239,928 2,506 1,740 3,481 7.40 5.3 6 0.00 1 6.70 25.4 0.42 273.5 428.4 348.1 1,142.1 268,519 2,804 1,923 3,846 7.12 5.1 6 0.00 1 6.60 30.5 0.40 273.5 425.4 379.7 1,245.6 325,740 3,402 2,288 4,576 8.14 5.8 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 38.80 38.74 38.90 38.87 39.10 39.01 39.20 39.14 39.30 39.27 39.50 39.40 39.60 39.53 39.70 39.66 39.80 39.78 40.00 39.92 40.10 40.06 40.30 40.19 40.40 40.31 40.50 40.42 40.60 40.56 40.80 40.70 40.90 40.84 41.00 40.96 41.20 41.08 41.30 41.23 41.40 41.37 41.50 41.49 41.70 41.61 41.80 41.74 41.90 41.88 42.10 42.01 42.20 42.14 42.40 42.29 42.50 42.42 42.60 42.56 42.80 42.70 42.90 42.81 43.00 42.92 43.10 43.05 43.30 43.19 43.40 43.34 43.60 43.51 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 6 0.00 1 7.89 30.9 0.40 273.5 461.2 397.9 1,305.6 361,799 3,778 2,513 5,027 8.21 5.8 6 0.00 1 11.61 24.9 0.42 273.6 564.9 396.8 1,301.7 360,095 3,760 2,498 4,997 7.02 4.9 6 0.00 1 13.00 22.8 0.42 273.6 603.9 392.8 1,288.8 352,422 3,680 2,449 4,898 6.56 4.6 6 0.00 1 13.02 23.4 0.42 273.6 604.6 398.9 1,308.7 364,552 3,807 2,525 5,051 6.72 4.7 6 0.00 1 10.58 28.3 0.41 273.5 536.1 412.0 1,351.7 391,106 4,084 2,694 5,388 7.74 5.4 6 0.00 1 8.72 32.5 0.40 273.5 484.3 419.4 1,376.0 406,305 4,243 2,792 5,584 8.57 5.9 6 0.00 1 8.16 33.9 0.40 273.5 468.9 421.9 1,384.3 411,514 4,297 2,826 5,651 8.86 6.1 6 0.00 1 7.82 34.7 0.40 273.5 459.5 422.8 1,387.0 413,206 4,315 2,837 5,673 9.02 6.2 6 0.00 1 7.82 35.0 0.39 273.5 459.4 424.5 1,392.6 416,846 4,353 2,860 5,719 9.08 6.2 6 0.00 1 7.90 35.3 0.39 273.5 461.6 427.9 1,404.0 424,396 4,432 2,907 5,813 9.16 6.2 6 0.00 1 8.03 35.6 0.39 273.5 465.3 431.7 1,416.5 432,756 4,519 2,958 5,917 9.23 6.3 6 0.00 1 7.89 35.9 0.39 273.5 461.2 432.0 1,417.3 433,224 4,524 2,962 5,924 9.30 6.3 6 0.00 1 7.71 36.4 0.39 273.5 456.3 432.4 1,418.6 434,030 4,532 2,967 5,934 9.39 6.3 6 0.00 1 8.62 34.8 0.40 273.5 481.6 435.1 1,427.5 440,383 4,599 3,005 6,010 9.12 6.1 6 0.00 1 9.32 34.1 0.40 273.5 500.9 439.5 1,442.1 450,392 4,703 3,066 6,133 8.99 6.0 6 0.00 1 9.70 33.8 0.40 273.5 511.6 442.5 1,451.8 457,195 4,774 3,108 6,216 8.95 6.0 6 0.00 1 10.38 32.1 0.40 273.5 530.5 439.8 1,442.8 451,124 4,711 3,070 6,139 8.64 5.7 6 0.00 1 10.89 30.4 0.40 273.5 544.7 434.2 1,424.4 438,641 4,581 2,992 5,984 8.31 5.5 6 0.00 1 11.26 28.3 0.41 273.5 555.2 423.8 1,390.5 416,033 4,345 2,851 5,702 7.91 5.2 6 0.00 1 11.39 27.1 0.41 273.5 558.7 416.3 1,365.9 399,984 4,177 2,751 5,502 7.67 5.0 6 0.00 1 10.69 27.2 0.41 273.5 539.3 410.4 1,346.5 387,375 4,045 2,673 5,347 7.72 5.1 6 0.00 1 10.14 27.8 0.41 273.5 523.8 409.1 1,342.0 384,399 4,014 2,656 5,311 7.86 5.1 6 0.00 1 9.71 28.9 0.41 273.5 511.8 412.2 1,352.5 390,953 4,083 2,697 5,395 8.10 5.3 6 0.00 1 9.97 28.5 0.41 273.5 519.0 412.8 1,354.4 392,188 4,096 2,705 5,410 8.03 5.2 6 0.00 1 11.37 25.7 0.42 273.5 558.3 407.1 1,335.7 380,616 3,975 2,631 5,262 7.44 4.8 6 0.00 1 13.73 21.5 0.43 273.6 624.6 395.3 1,296.8 356,925 3,727 2,480 4,960 6.51 4.2 5 0.01 1 14.74 19.3 0.44 273.6 653.3 384.2 1,260.4 335,219 3,501 2,342 4,685 6.00 3.8 5 0.01 1 14.65 18.9 0.44 273.6 650.9 380.0 1,246.6 327,120 3,416 2,291 4,583 5.91 3.8 5 0.01 1 15.12 18.1 0.44 273.6 664.1 376.1 1,233.8 319,758 3,339 2,245 4,489 5.72 3.6 5 0.01 1 14.66 15.4 0.45 273.6 651.1 343.8 1,128.0 261,894 2,735 1,876 3,753 5.02 3.2 5 0.01 1 16.89 13.7 0.46 273.7 715.0 341.0 1,118.8 257,376 2,688 1,846 3,691 4.55 2.9 5 0.01 1 17.98 12.7 0.47 273.7 746.7 336.0 1,102.3 249,116 2,601 1,792 3,583 4.27 2.7 5 0.01 1 18.17 12.3 0.47 273.7 752.2 331.7 1,088.4 242,150 2,529 1,747 3,493 4.14 2.6 5 0.01 1 17.73 12.0 0.47 273.7 739.5 326.2 1,070.3 233,188 2,435 1,689 3,378 4.08 2.6 5 0.01 1 17.14 11.8 0.47 273.7 722.2 320.1 1,050.3 223,438 2,333 1,626 3,253 4.04 2.5 5 0.01 1 16.69 11.8 0.47 273.7 709.2 317.2 1,040.6 218,800 2,285 1,597 3,194 4.04 2.5 5 0.01 1 16.57 11.8 0.47 273.7 705.8 316.6 1,038.6 217,807 2,274 1,591 3,181 4.04 2.5 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 43.70 43.65 43.80 43.75 43.90 43.86 44.10 44.01 44.30 44.19 44.40 44.34 44.50 44.45 44.60 44.57 44.80 44.71 44.90 44.84 45.00 44.96 45.20 45.10 45.30 45.21 45.40 45.32 45.50 45.43 45.60 45.55 45.70 45.68 45.90 45.80 46.00 45.93 46.10 46.07 46.30 46.20 46.40 46.33 46.60 46.48 46.70 46.63 46.80 46.74 46.90 46.86 47.10 47.01 47.20 47.16 47.30 47.27 47.40 47.38 47.60 47.54 47.80 47.69 47.90 47.84 48.10 48.03 48.20 48.18 48.30 48.27 48.40 48.37 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 5 0.01 1 16.86 11.6 0.47 273.7 714.1 316.5 1,038.3 217,697 2,273 1,590 3,179 3.99 2.5 5 0.01 1 17.73 11.4 0.47 273.7 739.2 319.6 1,048.4 222,563 2,324 1,621 3,242 3.93 2.4 5 0.01 1 18.58 11.4 0.47 273.7 764.2 324.6 1,064.8 230,523 2,407 1,672 3,344 3.92 2.4 5 0.01 1 17.52 12.2 0.47 273.7 733.3 329.3 1,080.4 238,011 2,485 1,721 3,442 4.18 2.6 5 0.01 1 17.81 12.3 0.47 273.7 741.7 331.7 1,088.4 241,968 2,527 1,747 3,493 4.19 2.6 5 0.01 1 20.55 11.0 0.48 273.7 822.2 331.9 1,088.8 242,451 2,532 1,748 1,984 3.81 2.3 5 0.01 1 21.28 10.9 0.48 273.7 843.7 334.5 1,097.4 246,798 2,577 1,776 1,964 3.77 2.3 5 0.01 1 20.02 11.8 0.47 273.7 806.3 339.9 1,115.2 255,681 2,670 1,834 2,123 4.05 2.5 5 0.01 1 19.04 12.6 0.47 273.7 777.5 345.0 1,131.9 264,153 2,758 1,889 2,268 4.30 2.6 5 0.01 1 17.48 13.6 0.46 273.7 732.0 347.9 1,141.3 268,908 2,808 1,921 3,842 4.62 2.8 5 0.01 1 15.53 15.3 0.45 273.6 676.0 353.8 1,160.9 278,999 2,914 1,987 3,974 5.10 3.1 6 0.01 1 13.04 17.7 0.44 273.6 605.2 359.4 1,179.2 288,539 3,013 2,050 4,100 5.77 3.5 6 0.01 1 11.39 20.3 0.43 273.6 558.8 369.5 1,212.3 306,534 3,201 2,167 4,334 6.45 3.9 6 0.01 1 11.39 22.1 0.43 273.6 558.9 385.2 1,263.9 336,269 3,512 2,355 4,711 6.89 4.1 6 0.01 1 12.04 22.0 0.43 273.6 576.9 391.1 1,283.1 347,831 3,632 2,428 4,855 6.88 4.1 6 0.01 1 12.59 22.4 0.43 273.6 592.3 399.4 1,310.5 364,533 3,807 2,532 5,064 6.96 4.1 6 0.01 1 12.49 23.3 0.42 273.6 589.7 407.2 1,335.8 380,275 3,971 2,631 5,262 7.20 4.3 6 0.00 1 12.23 25.0 0.42 273.6 582.3 418.8 1,374.1 404,733 4,227 2,784 5,569 7.60 4.5 6 0.00 1 11.91 26.4 0.41 273.5 573.3 426.4 1,398.9 420,927 4,396 2,886 5,771 7.91 4.6 6 0.00 1 12.22 25.8 0.42 273.5 582.0 425.1 1,394.7 418,158 4,367 2,868 5,736 7.79 4.6 6 0.01 1 13.29 23.4 0.42 273.6 612.3 416.7 1,367.0 400,262 4,180 2,755 5,511 7.25 4.2 6 0.01 1 14.32 21.1 0.43 273.6 641.5 405.3 1,329.8 376,716 3,934 2,607 5,215 6.68 3.9 5 0.01 1 14.63 20.0 0.43 273.6 650.2 397.9 1,305.4 361,653 3,777 2,513 5,026 6.42 3.7 5 0.01 1 14.87 19.3 0.44 273.6 657.1 394.4 1,293.8 354,588 3,703 2,468 4,937 6.27 3.6 5 0.01 1 14.71 19.1 0.44 273.6 652.5 391.2 1,283.5 348,311 3,637 2,429 4,858 6.23 3.6 5 0.01 1 14.53 19.0 0.44 273.6 647.4 388.9 1,275.9 343,726 3,589 2,401 4,801 6.21 3.6 6 0.01 1 14.04 20.1 0.43 273.6 633.5 394.9 1,295.5 355,408 3,711 2,475 4,949 6.49 3.7 6 0.01 1 13.48 22.3 0.43 273.6 617.4 410.1 1,345.6 386,409 4,035 2,670 5,340 7.04 4.0 6 0.01 1 13.01 25.2 0.42 273.5 604.2 430.9 1,413.7 430,818 4,499 2,947 5,894 7.74 4.4 6 0.00 1 12.85 28.9 0.41 273.5 599.9 458.8 1,505.3 494,618 5,165 3,341 6,683 8.57 4.9 6 0.00 1 12.02 33.1 0.40 273.5 576.4 480.9 1,577.7 548,102 5,724 3,670 7,341 9.48 5.4 6 0.00 1 12.34 31.7 0.40 273.5 585.5 474.8 1,557.6 532,958 5,566 3,577 7,155 9.20 5.2 6 0.00 1 12.44 27.7 0.41 273.5 588.3 446.3 1,464.2 465,096 4,857 3,161 6,323 8.36 4.7 6 0.01 1 11.89 25.1 0.42 273.6 572.7 420.0 1,378.0 406,843 4,249 2,800 5,600 7.78 4.4 6 0.01 1 12.21 24.4 0.42 273.6 581.8 418.6 1,373.3 403,794 4,217 2,781 5,562 7.65 4.3 6 0.01 1 12.22 24.4 0.42 273.6 582.0 418.8 1,373.9 404,174 4,221 2,783 5,567 7.65 4.3 6 0.01 1 12.02 25.0 0.42 273.6 576.5 421.3 1,382.2 409,512 4,276 2,817 5,634 7.78 4.3 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 48.60 48.50 48.70 48.62 48.80 48.76 49.00 48.89 49.10 49.02 49.20 49.15 49.40 49.28 49.50 49.42 49.60 49.56 49.70 49.69 49.90 49.81 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 6 0.00 1 12.15 27.7 0.41 273.5 580.0 444.7 1,459.1 461,491 4,819 3,139 6,279 8.42 4.7 6 0.00 1 10.87 31.8 0.40 273.5 544.3 460.2 1,509.8 497,175 5,192 3,361 6,722 9.32 5.1 6 0.00 1 5.54 34.6 0.40 273.5 396.0 409.1 1,342.3 382,315 3,992 2,657 5,314 10.00 5.5 6 0.00 1 6.51 38.2 0.39 273.5 422.9 443.7 1,455.8 457,638 4,779 3,125 6,250 10.71 5.9 6 0.00 1 3.92 45.6 0.38 273.4 350.6 440.5 1,445.2 449,472 4,694 3,080 6,159 12.16 6.6 6 0.00 1 11.94 22.9 0.42 273.6 574.2 404.7 1,327.6 375,259 3,919 2,599 5,198 7.35 4.0 5 0.01 1 19.73 12.5 0.47 273.7 797.8 356.9 1,170.9 284,347 2,969 2,022 2,365 4.45 2.4 4 0.02 1 40.31 5.2 0.53 273.9 1,457.2 315.9 1,036.3 214,720 2,242 1,014 24.15 14.5 3 0.05 1 57.43 2.5 0.58 274.0 2,095.6 266.6 874.6 147,078 1,536 502 11.96 6.8 3 0.09 1 77.25 1.2 0.63 274.1 2,947.4 225.9 741.1 101,209 1,057 183 6.11 3.3 3 0.11 1 93.71 1.0 0.65 274.2 3,753.0 227.3 745.7 103,174 1,077 114 4.85 2.6 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 0.30 0.14 0.40 0.35 0.50 0.47 0.70 0.59 0.80 0.73 0.90 0.87 1.10 1.01 1.20 1.14 1.30 1.27 1.40 1.39 1.60 1.54 1.70 1.67 1.90 1.79 2.00 1.93 2.10 2.06 2.30 2.19 2.40 2.33 2.50 2.46 2.70 2.59 2.80 2.73 2.90 2.86 3.10 2.98 3.20 3.14 3.40 3.30 3.50 3.42 3.60 3.53 3.80 3.67 3.90 3.82 3.90 3.92 4.10 4.01 4.20 4.15 4.40 4.29 4.50 4.41 4.60 4.54 4.70 4.67 4.90 4.81 5.00 4.95 St S u (tsf)S u/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 1.9 0.20 0.33 24.8 0.20 11.06 3.69 51.7 18.1 6.0 1.07 2.7 0.9 0.1 1.70 34.4 0.00 0.49 0.16 23.6 11.4 3.6 0.60 52.2 7.9 4.6 1.0 1.70 36.7 0.00 0.94 0.31 17.2 10.3 3.2 0.77 63.6 10.8 7.3 4.5 1.70 37.3 0.00 0.93 0.31 16.8 10.2 3.2 0.82 64.6 12.2 8.0 6.0 1.70 37.9 0.00 0.83 0.28 16.7 10.2 3.2 0.86 64.9 13.7 8.7 7.5 1.70 39.2 0.00 0.77 0.26 12.8 9.6 2.9 0.97 68.7 13.5 10.7 12.2 1.70 38.8 0.00 0.81 0.27 16.0 10.1 3.1 0.93 66.1 12.4 9.8 10.5 1.70 39.0 0.01 0.79 0.26 16.2 10.1 3.1 0.95 67.3 12.9 10.2 11.3 1.70 39.3 0.01 0.77 0.26 16.0 10.1 3.1 0.98 68.8 13.7 10.8 12.4 1.70 40.2 0.01 0.46 0.15 13.0 9.6 2.9 1.06 73.1 16.5 12.6 16.6 1.70 40.4 0.01 0.44 0.15 13.1 9.6 2.9 1.08 74.6 17.3 13.2 17.7 1.70 40.3 0.01 0.44 0.15 14.1 9.8 3.0 1.08 74.8 17.1 13.1 17.3 1.70 40.1 0.01 0.68 0.23 15.7 10.0 3.1 1.06 74.4 16.4 12.8 16.3 1.70 39.9 0.01 0.69 0.23 17.4 10.3 3.2 1.03 73.8 15.6 12.4 15.2 1.70 39.5 0.01 0.71 0.24 19.5 10.7 3.3 1.00 72.6 14.5 11.7 13.6 1.70 39.3 0.01 0.73 0.24 21.3 11.0 3.4 0.98 71.2 18.3 11.2 12.4 1.70 39.2 0.01 0.74 0.25 22.3 11.2 3.5 0.97 70.5 18.0 10.9 12.1 1.70 39.2 0.01 0.74 0.25 22.9 11.3 3.5 0.97 70.4 18.0 10.9 12.1 1.70 39.1 0.01 0.75 0.25 23.5 11.4 3.6 0.97 70.3 17.8 10.9 11.9 1.70 38.8 0.01 0.77 0.26 25.7 11.8 3.7 0.93 68.8 16.5 10.2 10.5 1.70 38.4 0.01 0.79 0.26 27.9 12.3 3.9 0.90 67.1 15.2 9.5 9.1 1.70 37.8 0.01 0.84 0.28 30.8 12.9 4.1 0.86 64.1 13.6 8.6 7.4 1.70 37.0 0.01 1.00 0.33 35.0 13.8 4.4 0.79 59.8 11.5 7.3 5.2 1.70 36.0 0.01 1.09 0.36 39.9 14.9 4.8 0.72 55.8 9.4 6.2 3.2 1.70 35.0 0.01 0.43 0.14 44.9 16.2 5.3 0.64 52.9 7.6 5.2 1.7 1.70 33.8 0.01 0.55 0.18 50.6 17.8 5.9 0.57 46.8 7.1 4.1 0.6 1.70 33.0 0.01 0.66 0.22 54.9 19.1 6.4 0.51 41.5 6.0 3.5 0.4 1.70 32.4 0.00 0.75 0.25 58.2 20.2 6.8 0.48 42.5 5.2 3.2 0.4 1.70 31.8 0.00 0.84 0.08 61.0 21.1 7.1 0.44 42.7 4.7 2.9 0.3 1.70 33.2 0.01 0.63 0.21 54.9 19.1 6.4 0.53 44.6 6.2 3.7 0.4 1.70 34.0 0.01 0.53 0.18 51.5 18.1 6.0 0.58 47.9 7.4 4.3 0.7 1.70 34.5 0.01 0.48 0.16 49.7 17.6 5.8 0.61 48.6 6.8 4.6 1.1 1.70 34.5 0.01 0.48 0.16 49.9 17.6 5.8 0.61 49.1 6.8 4.6 1.1 1.70 34.5 0.01 0.48 0.16 50.2 17.7 5.8 0.61 49.3 6.9 4.7 1.2 1.70 34.5 0.01 0.47 0.16 50.4 17.8 5.9 0.61 49.2 6.9 4.7 1.2 1.70 34.8 0.01 1.22 0.41 49.7 17.6 5.8 0.63 50.0 7.2 4.9 1.4 1.70 35.0 0.01 1.21 0.40 48.8 17.3 5.7 0.65 50.7 7.6 5.1 1.7 1.70 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 5.10 5.05 5.20 5.16 5.30 5.28 5.50 5.43 5.60 5.57 5.80 5.70 5.90 5.85 6.00 5.95 6.10 6.05 6.30 6.19 6.40 6.35 6.50 6.48 6.70 6.60 6.80 6.73 6.90 6.85 7.00 6.98 7.20 7.11 7.30 7.25 7.50 7.39 7.60 7.52 7.70 7.64 7.90 7.79 8.00 7.94 8.10 8.04 8.20 8.14 8.40 8.29 8.50 8.44 8.60 8.56 8.70 8.68 8.90 8.82 9.00 8.94 9.20 9.08 9.30 9.22 9.40 9.33 9.40 9.42 9.60 9.53 9.70 9.66 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 35.3 0.01 1.19 0.40 47.9 17.0 5.6 0.66 51.6 8.0 5.3 2.0 1.70 35.5 0.01 1.15 0.38 46.7 16.7 5.5 0.68 52.9 8.5 5.6 2.4 1.70 35.8 0.01 1.11 0.37 45.8 16.5 5.4 0.70 54.6 8.9 5.9 2.8 1.70 36.0 0.01 1.08 0.36 44.9 16.2 5.3 0.71 55.8 9.3 6.1 3.1 1.70 36.2 0.02 1.11 0.37 44.0 16.0 5.2 0.73 54.8 9.8 6.3 3.5 1.70 36.5 0.02 0.99 0.33 42.9 15.7 5.1 0.75 54.3 10.3 6.5 4.0 1.70 36.4 0.02 1.09 0.36 43.2 15.8 5.1 0.75 55.7 10.2 6.5 4.0 1.70 36.4 0.02 1.07 0.36 43.6 15.9 5.2 0.74 56.4 10.1 6.5 3.9 1.70 36.7 0.02 1.03 0.34 42.0 15.5 5.0 0.77 58.5 10.9 7.0 4.6 1.70 37.0 0.02 0.99 0.33 40.7 15.1 4.9 0.79 60.5 11.6 7.5 5.3 1.70 37.2 0.02 0.95 0.32 40.2 15.0 4.9 0.81 62.9 12.0 7.8 5.7 1.70 36.8 0.02 0.93 0.31 41.9 15.5 5.0 0.78 64.4 11.1 7.5 4.9 1.70 35.9 0.02 0.35 0.12 46.3 16.6 5.4 0.71 63.9 11.0 6.5 3.1 1.70 35.9 0.02 0.36 0.12 46.8 16.7 5.5 0.71 62.2 10.9 6.4 2.9 1.70 36.6 0.02 0.97 0.32 43.4 15.8 5.2 0.76 61.7 10.6 7.1 4.4 1.70 37.8 0.02 0.84 0.28 37.9 14.5 4.7 0.86 64.0 13.6 8.6 7.4 1.70 38.5 0.03 0.81 0.27 34.7 13.7 4.4 0.91 65.8 15.7 9.6 9.7 1.70 39.1 0.03 0.78 0.26 32.0 13.1 4.2 0.97 68.1 13.4 10.6 12.0 1.70 39.7 0.03 0.48 0.16 29.4 12.6 4.0 1.02 70.8 15.1 11.7 14.5 1.70 40.1 0.04 0.46 0.15 27.7 12.2 3.9 1.06 73.0 16.4 12.6 16.3 1.70 40.2 0.04 0.46 0.15 27.3 12.1 3.8 1.07 72.8 16.8 12.6 16.8 1.70 40.4 0.04 0.47 0.16 26.6 12.0 3.8 1.08 72.3 17.4 12.6 17.4 1.70 40.8 0.04 0.44 0.15 24.8 11.7 3.7 1.12 75.1 18.9 13.7 19.2 1.70 40.3 0.04 0.46 0.15 27.1 12.1 3.8 1.08 72.9 17.2 12.8 17.0 1.70 41.1 0.05 0.42 0.14 23.2 11.4 3.6 1.16 77.7 20.4 14.9 20.9 1.70 41.5 0.05 0.40 0.13 21.7 11.1 3.5 1.19 79.8 22.0 16.1 22.6 1.70 41.7 0.05 0.39 0.13 20.7 10.9 3.4 1.21 81.5 23.1 16.9 23.7 1.69 42.0 0.05 0.38 0.13 19.4 10.7 3.3 1.24 83.4 19.7 17.8 25.2 1.68 42.4 0.06 0.26 0.09 17.6 10.4 3.2 1.27 86.0 21.4 19.3 27.3 1.67 42.8 0.06 0.25 0.08 15.5 10.0 3.1 1.32 89.1 23.6 21.1 30.0 1.66 43.3 0.07 0.23 0.08 13.1 9.6 2.9 1.37 92.6 26.4 23.3 33.2 1.65 43.7 0.07 0.22 0.07 11.1 9.3 2.8 1.41 95.5 29.0 25.5 36.0 1.64 43.9 0.07 0.21 0.07 10.2 9.2 2.8 1.43 96.7 30.2 26.6 37.3 1.63 44.0 0.07 0.21 0.07 9.6 9.1 2.8 1.44 97.6 31.2 27.3 38.2 1.63 44.1 0.08 0.21 0.07 9.3 9.0 2.7 1.45 98.1 31.8 27.6 38.7 1.62 44.4 0.08 0.20 0.07 7.9 8.8 2.7 1.48 100.0 33.8 28.9 40.6 1.61 44.5 0.08 0.20 0.07 7.3 8.7 2.7 1.49 100.0 34.9 29.6 41.6 1.61 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 9.80 9.75 9.90 9.84 10.10 10.01 10.20 10.19 10.40 10.30 10.50 10.45 10.60 10.58 10.70 10.68 10.90 10.81 11.00 10.94 11.10 11.06 11.20 11.18 11.40 11.32 11.50 11.45 11.60 11.57 11.90 11.78 12.00 11.98 12.10 12.08 12.30 12.20 12.40 12.31 12.50 12.41 12.60 12.52 12.70 12.63 12.80 12.73 12.90 12.82 13.00 12.95 13.10 13.08 13.30 13.20 13.40 13.33 13.50 13.46 13.70 13.60 13.80 13.74 13.90 13.87 14.00 13.97 14.10 14.08 14.30 14.21 14.40 14.35 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 44.7 0.08 0.20 0.07 6.6 8.6 2.6 1.50 100.0 36.1 30.0 42.6 1.60 44.7 0.08 0.10 0.03 6.4 8.6 2.6 1.50 100.0 36.6 29.1 43.0 1.59 44.8 0.09 0.10 0.03 5.7 8.5 2.6 1.51 100.0 37.8 30.1 44.0 1.58 44.6 0.08 0.10 0.03 6.8 8.7 2.6 1.48 100.0 36.3 29.1 42.5 1.57 44.8 0.09 0.10 0.03 5.6 8.5 2.6 1.51 100.0 38.3 30.6 44.3 1.57 45.2 0.09 0.10 0.03 4.0 8.3 2.5 1.54 100.0 41.2 33.0 47.1 1.56 45.2 0.09 0.10 0.03 3.9 8.3 2.5 1.54 100.0 41.7 33.9 47.5 1.55 45.2 0.09 0.20 0.07 3.8 8.3 2.5 1.54 100.0 42.0 34.7 47.8 1.55 45.2 0.09 0.20 0.07 3.9 8.3 2.5 1.53 100.0 41.9 35.1 47.6 1.54 45.1 0.09 0.20 0.07 4.2 8.3 2.5 1.52 100.0 41.6 34.9 47.1 1.53 45.1 0.09 0.20 0.07 4.5 8.3 2.5 1.51 100.0 41.2 34.5 46.6 1.53 44.9 0.09 0.20 0.07 5.0 8.4 2.5 1.49 100.0 40.3 33.9 45.6 1.52 44.9 0.09 0.20 0.07 5.3 8.5 2.6 1.47 100.0 40.0 34.3 45.1 1.51 44.8 0.09 0.20 0.07 5.7 8.5 2.6 1.46 100.0 39.6 34.9 44.6 1.50 44.7 0.09 0.20 0.07 5.9 8.5 2.6 1.45 100.0 39.3 35.4 44.3 1.50 44.5 0.09 0.30 0.10 7.3 8.7 2.7 1.41 100.0 46.5 34.7 42.2 1.49 44.4 0.09 0.30 0.10 7.9 8.8 2.7 1.39 100.0 45.7 34.3 41.5 1.47 44.3 0.09 0.30 0.10 8.2 8.9 2.7 1.37 100.0 45.1 33.8 41.0 1.47 44.3 0.09 0.30 0.10 8.1 8.9 2.7 1.37 100.0 45.5 33.9 41.1 1.46 44.5 0.09 0.30 0.10 7.1 8.7 2.6 1.39 100.0 47.7 35.3 42.7 1.46 44.9 0.10 0.30 0.10 5.0 8.4 2.5 1.44 100.0 42.0 38.3 46.2 1.45 45.2 0.10 0.20 0.07 3.5 8.2 2.5 1.47 100.0 44.8 40.0 49.2 1.45 45.4 0.10 0.20 0.07 2.7 8.1 2.4 1.49 100.0 46.7 42.0 51.2 1.44 45.5 0.10 0.30 0.10 2.2 8.0 2.4 1.50 100.0 47.8 43.3 52.3 1.44 45.2 0.10 0.30 0.10 3.7 8.2 2.5 1.46 100.0 56.1 41.6 49.0 1.43 45.3 0.10 0.30 0.10 3.3 8.2 2.5 1.46 100.0 57.4 42.6 50.0 1.42 45.2 0.10 0.30 0.10 3.6 8.2 2.5 1.45 100.0 56.8 42.4 49.4 1.42 45.1 0.10 0.30 0.10 4.1 8.3 2.5 1.43 100.0 55.8 41.9 48.4 1.41 45.0 0.10 0.30 0.10 4.6 8.4 2.5 1.42 100.0 54.7 41.2 47.3 1.41 44.9 0.10 0.30 0.10 5.2 8.4 2.6 1.40 100.0 53.7 40.5 46.3 1.40 44.8 0.10 0.30 0.10 5.7 8.5 2.6 1.38 100.0 52.7 39.8 45.5 1.39 44.7 0.10 0.30 0.10 6.0 8.6 2.6 1.37 100.0 52.1 39.1 44.9 1.39 44.7 0.10 0.30 0.10 6.0 8.6 2.6 1.36 100.0 41.9 38.5 45.0 1.38 44.8 0.10 0.20 0.07 5.4 8.5 2.6 1.37 100.0 43.0 38.7 46.0 1.38 45.0 0.10 0.20 0.07 4.3 8.3 2.5 1.40 100.0 45.3 39.0 48.3 1.37 45.1 0.10 0.20 0.07 3.8 8.3 2.5 1.41 100.0 46.5 39.0 49.5 1.37 45.2 0.11 0.20 0.07 3.4 8.2 2.5 1.41 100.0 47.3 39.6 50.3 1.36 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 14.60 14.50 14.70 14.65 14.80 14.75 14.90 14.85 15.10 14.99 15.20 15.12 15.30 15.24 15.40 15.38 15.60 15.51 15.70 15.65 15.80 15.76 16.00 15.90 16.10 16.03 16.20 16.15 16.30 16.29 16.50 16.43 16.70 16.61 16.80 16.76 17.00 16.89 17.10 17.02 17.20 17.14 17.30 17.27 17.50 17.40 17.60 17.55 17.80 17.69 17.90 17.82 18.00 17.94 18.10 18.06 18.30 18.19 18.40 18.33 18.50 18.45 18.70 18.59 18.80 18.74 19.00 18.88 19.10 19.00 19.20 19.11 19.30 19.24 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 45.2 0.11 0.20 0.07 3.3 8.2 2.5 1.41 100.0 47.8 39.5 50.7 1.35 45.2 0.11 0.20 0.07 3.5 8.2 2.5 1.40 100.0 47.6 39.4 50.4 1.35 45.1 0.11 0.20 0.07 3.7 8.2 2.5 1.39 100.0 47.4 39.4 50.0 1.34 45.1 0.11 0.20 0.07 3.8 8.3 2.5 1.39 100.0 47.1 39.4 49.7 1.34 45.1 0.11 0.20 0.07 3.8 8.3 2.5 1.38 100.0 47.4 39.5 49.9 1.34 45.1 0.11 0.20 0.07 3.8 8.3 2.5 1.38 100.0 47.5 39.3 49.9 1.33 45.0 0.11 0.20 0.07 4.0 8.3 2.5 1.37 100.0 47.2 39.3 49.5 1.33 45.0 0.11 0.20 0.07 4.0 8.3 2.5 1.37 100.0 47.3 39.7 49.5 1.32 45.0 0.11 0.20 0.07 3.9 8.3 2.5 1.37 100.0 47.6 40.0 49.8 1.32 45.1 0.11 0.20 0.07 3.6 8.2 2.5 1.37 100.0 48.4 40.6 50.5 1.31 45.2 0.11 0.20 0.07 3.0 8.2 2.5 1.38 100.0 49.8 41.6 51.8 1.31 45.3 0.11 0.20 0.07 2.5 8.1 2.4 1.39 100.0 42.6 42.6 53.1 1.30 45.4 0.12 0.20 0.07 2.1 8.0 2.4 1.40 100.0 43.5 43.1 54.1 1.30 45.5 0.12 0.10 0.03 1.5 8.0 2.4 1.41 100.0 44.6 43.6 55.4 1.29 45.5 0.12 0.10 0.03 1.6 8.0 2.4 1.40 100.0 44.7 43.7 55.4 1.29 45.5 0.12 0.10 0.03 1.7 8.0 2.4 1.39 100.0 44.5 43.6 55.1 1.28 45.5 0.12 0.10 0.03 1.4 7.9 2.4 1.40 100.0 45.2 44.0 55.8 1.28 45.4 0.12 0.10 0.03 1.8 8.0 2.4 1.38 100.0 44.6 43.1 54.9 1.27 45.4 0.12 0.10 0.03 2.1 8.0 2.4 1.37 100.0 44.3 42.9 54.4 1.27 45.3 0.12 0.10 0.03 2.6 8.1 2.4 1.36 100.0 43.4 42.3 53.2 1.26 45.3 0.12 0.10 0.03 2.5 8.1 2.4 1.36 100.0 43.7 42.8 53.6 1.26 45.3 0.12 0.10 0.03 2.4 8.1 2.4 1.36 100.0 44.1 43.3 53.9 1.26 45.4 0.12 0.10 0.03 2.0 8.0 2.4 1.36 100.0 44.8 43.7 54.8 1.25 45.4 0.12 0.10 0.03 2.1 8.0 2.4 1.36 100.0 44.7 43.6 54.5 1.25 45.3 0.12 0.10 0.03 2.2 8.0 2.4 1.35 100.0 44.7 43.6 54.4 1.24 45.3 0.12 0.10 0.03 2.4 8.1 2.4 1.34 100.0 44.5 43.1 54.1 1.24 45.3 0.12 0.10 0.03 2.5 8.1 2.4 1.34 100.0 44.3 42.6 53.8 1.24 45.3 0.12 0.10 0.03 2.5 8.1 2.4 1.34 100.0 44.4 42.6 53.8 1.23 45.2 0.12 0.10 0.03 2.8 8.1 2.4 1.33 100.0 44.1 42.4 53.3 1.23 45.1 0.12 0.10 0.03 3.1 8.2 2.5 1.32 100.0 43.6 42.5 52.7 1.23 45.0 0.12 0.20 0.07 3.6 8.2 2.5 1.30 100.0 42.8 42.5 51.6 1.22 45.0 0.12 0.20 0.07 4.0 8.3 2.5 1.29 100.0 42.2 42.2 50.8 1.22 44.9 0.12 0.20 0.07 4.1 8.3 2.5 1.28 100.0 42.1 42.2 50.5 1.21 44.9 0.12 0.20 0.07 4.4 8.3 2.5 1.27 100.0 41.6 41.7 49.9 1.21 44.8 0.11 0.20 0.07 4.8 8.4 2.5 1.26 100.0 41.0 41.0 49.1 1.21 44.7 0.11 0.20 0.07 5.1 8.4 2.5 1.25 100.0 40.6 40.3 48.5 1.20 44.7 0.11 0.20 0.07 5.4 8.5 2.6 1.25 100.0 40.2 39.8 48.0 1.20 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 19.50 19.38 19.60 19.52 19.70 19.65 19.90 19.79 20.00 19.92 20.10 20.05 20.20 20.17 20.40 20.30 20.50 20.42 20.60 20.55 20.80 20.69 20.90 20.82 21.00 20.94 21.20 21.11 21.30 21.25 21.40 21.36 21.50 21.49 21.70 21.62 21.80 21.75 21.90 21.83 22.00 21.94 22.10 22.08 22.30 22.21 22.40 22.34 22.50 22.46 22.70 22.58 22.80 22.73 22.90 22.87 23.10 23.00 23.20 23.13 23.30 23.27 23.40 23.38 23.60 23.53 23.70 23.66 23.80 23.76 24.00 23.91 24.10 24.05 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 44.5 0.11 0.20 0.07 6.2 8.6 2.6 1.23 100.0 38.9 38.6 46.4 1.20 44.4 0.11 0.20 0.07 6.8 8.7 2.6 1.21 99.9 38.1 37.9 45.4 1.19 44.5 0.11 0.20 0.07 6.4 8.6 2.6 1.22 100.0 46.7 40.0 46.3 1.19 44.5 0.11 0.20 0.07 6.1 8.6 2.6 1.22 100.0 47.4 40.6 46.9 1.18 44.0 0.11 0.21 0.07 8.4 8.9 2.7 1.17 97.7 43.2 37.1 42.9 1.18 43.6 0.10 0.22 0.07 10.6 9.2 2.8 1.12 94.6 39.4 34.4 39.0 1.18 43.5 0.10 0.22 0.07 10.8 9.3 2.8 1.12 94.2 39.1 33.6 38.6 1.18 43.8 0.10 0.22 0.07 9.4 9.1 2.8 1.14 96.2 41.6 35.0 41.1 1.17 43.9 0.10 0.21 0.07 9.1 9.0 2.7 1.15 96.6 42.1 35.3 41.6 1.17 44.3 0.11 0.10 0.03 7.0 8.7 2.6 1.19 99.5 38.5 37.9 45.3 1.17 44.7 0.12 0.10 0.03 4.8 8.4 2.5 1.23 100.0 42.3 40.9 49.6 1.16 44.9 0.12 0.10 0.03 4.0 8.3 2.5 1.25 100.0 43.9 42.4 51.4 1.16 45.0 0.12 0.10 0.03 3.6 8.2 2.5 1.25 100.0 44.7 43.4 52.3 1.16 45.0 0.12 0.10 0.03 3.7 8.2 2.5 1.25 100.0 44.7 43.5 52.3 1.15 45.0 0.12 0.10 0.03 3.6 8.2 2.5 1.25 100.0 44.9 43.8 52.4 1.15 45.0 0.12 0.10 0.03 3.6 8.2 2.5 1.24 100.0 45.1 44.2 52.5 1.15 44.9 0.12 0.10 0.03 3.8 8.3 2.5 1.24 100.0 44.8 44.1 52.1 1.14 44.7 0.12 0.20 0.07 4.9 8.4 2.5 1.21 100.0 42.8 42.3 49.8 1.14 44.4 0.12 0.20 0.07 6.4 8.6 2.6 1.18 100.0 40.3 40.4 46.7 1.14 44.3 0.11 0.20 0.07 6.9 8.7 2.6 1.17 99.6 39.6 39.6 45.9 1.14 44.1 0.11 0.11 0.04 8.1 8.9 2.7 1.14 97.9 37.7 37.2 43.8 1.13 44.0 0.11 0.21 0.07 8.6 8.9 2.7 1.13 97.1 36.9 36.8 42.8 1.13 44.2 0.11 0.21 0.07 7.4 8.8 2.7 1.15 98.8 39.0 38.6 45.1 1.13 44.7 0.12 0.10 0.03 4.7 8.4 2.5 1.20 100.0 43.7 42.7 50.5 1.12 44.8 0.12 0.10 0.03 4.3 8.3 2.5 1.21 100.0 44.5 43.5 51.3 1.12 44.9 0.13 0.20 0.07 4.0 8.3 2.5 1.21 100.0 45.1 44.6 51.9 1.12 44.8 0.13 0.20 0.07 4.2 8.3 2.5 1.21 100.0 45.0 45.1 51.7 1.12 44.9 0.13 0.20 0.07 4.0 8.3 2.5 1.21 100.0 45.3 46.0 52.0 1.11 44.9 0.13 0.20 0.07 3.9 8.3 2.5 1.21 100.0 45.6 46.2 52.3 1.11 45.0 0.13 0.20 0.07 3.6 8.2 2.5 1.21 100.0 46.4 46.5 53.1 1.11 45.1 0.13 0.20 0.07 3.0 8.1 2.5 1.22 100.0 47.6 47.0 54.4 1.10 45.2 0.13 0.20 0.07 2.5 8.1 2.4 1.23 100.0 48.7 48.2 55.5 1.10 45.2 0.13 0.10 0.03 2.5 8.1 2.4 1.23 100.0 48.8 47.7 55.6 1.10 45.1 0.13 0.20 0.07 3.0 8.1 2.4 1.22 100.0 47.9 47.3 54.6 1.10 45.0 0.13 0.20 0.07 3.2 8.2 2.5 1.21 100.0 47.6 47.9 54.1 1.09 44.9 0.13 0.20 0.07 3.7 8.2 2.5 1.20 100.0 46.7 46.6 53.0 1.09 44.9 0.13 0.20 0.07 3.7 8.2 2.5 1.20 100.0 46.9 46.5 53.2 1.09 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 24.30 24.20 24.40 24.32 24.50 24.45 24.60 24.59 24.80 24.70 24.90 24.83 25.00 24.97 25.10 25.08 25.30 25.21 25.30 25.31 25.50 25.43 25.60 25.56 25.80 25.68 25.90 25.82 26.00 25.94 26.20 26.09 26.30 26.22 26.40 26.34 26.60 26.48 26.70 26.61 26.80 26.73 26.90 26.86 27.10 26.99 27.20 27.11 27.30 27.24 27.40 27.39 27.60 27.52 27.70 27.65 27.80 27.78 28.00 27.91 28.10 28.03 28.30 28.17 28.40 28.32 28.50 28.45 28.60 28.58 28.80 28.71 28.90 28.86 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 45.0 0.13 0.10 0.03 3.4 8.2 2.5 1.20 100.0 47.5 46.4 53.8 1.08 44.9 0.13 0.10 0.03 3.7 8.2 2.5 1.19 100.0 47.1 45.3 53.2 1.08 44.8 0.13 0.10 0.03 4.1 8.3 2.5 1.18 100.0 46.3 44.7 52.2 1.08 44.3 0.12 0.20 0.07 6.6 8.7 2.6 1.13 99.6 41.8 41.3 47.1 1.08 44.1 0.12 0.21 0.07 7.6 8.8 2.7 1.11 98.3 40.2 40.0 45.3 1.07 43.7 0.11 0.22 0.07 9.5 9.1 2.8 1.07 95.5 37.2 37.2 41.7 1.07 43.6 0.11 0.22 0.07 10.0 9.1 2.8 1.06 94.9 36.5 36.4 40.9 1.07 44.1 0.12 0.11 0.04 7.8 8.8 2.7 1.10 97.9 40.1 39.4 45.0 1.07 44.4 0.12 0.10 0.03 6.1 8.6 2.6 1.13 100.0 43.2 42.1 48.4 1.07 44.5 0.13 0.10 0.03 5.6 8.5 2.6 1.14 100.0 44.2 43.0 49.5 1.06 44.6 0.13 0.20 0.07 5.1 8.4 2.5 1.15 100.0 45.1 44.7 50.5 1.06 44.6 0.13 0.20 0.07 4.9 8.4 2.5 1.15 100.0 45.5 45.3 50.9 1.06 44.8 0.13 0.20 0.07 4.2 8.3 2.5 1.16 100.0 47.0 46.9 52.4 1.06 45.0 0.14 0.20 0.07 3.2 8.2 2.5 1.18 100.0 49.0 48.9 54.6 1.05 45.3 0.14 0.20 0.07 1.7 8.0 2.4 1.21 100.0 52.4 51.9 58.4 1.05 45.0 0.14 0.20 0.07 3.1 8.2 2.5 1.18 100.0 49.6 49.8 55.1 1.05 45.0 0.14 0.20 0.07 3.0 8.1 2.4 1.18 100.0 49.8 49.8 55.3 1.05 45.0 0.14 0.20 0.07 3.1 8.2 2.5 1.17 100.0 49.7 49.7 55.1 1.04 45.0 0.14 0.20 0.07 3.0 8.2 2.5 1.17 100.0 49.9 50.4 55.3 1.04 45.0 0.14 0.20 0.07 3.2 8.2 2.5 1.17 100.0 49.6 50.1 54.8 1.04 44.9 0.14 0.20 0.07 3.3 8.2 2.5 1.16 100.0 49.5 50.1 54.7 1.04 45.0 0.14 0.20 0.07 3.1 8.2 2.5 1.16 100.0 50.0 51.1 55.2 1.03 45.0 0.14 0.20 0.07 3.2 8.2 2.5 1.16 100.0 60.0 51.6 55.1 1.03 44.9 0.14 0.20 0.07 3.6 8.2 2.5 1.15 100.0 59.0 51.3 54.2 1.03 44.7 0.14 0.20 0.07 4.3 8.3 2.5 1.14 100.0 57.5 50.4 52.7 1.03 44.8 0.14 0.20 0.07 4.2 8.3 2.5 1.14 100.0 57.9 51.1 53.0 1.02 44.6 0.13 0.20 0.07 4.8 8.4 2.5 1.12 100.0 56.6 50.3 51.7 1.02 44.6 0.13 0.20 0.07 4.8 8.4 2.5 1.12 100.0 56.6 50.3 51.6 1.02 44.6 0.13 0.20 0.07 4.7 8.4 2.5 1.12 100.0 56.9 50.6 51.9 1.02 44.6 0.13 0.20 0.07 5.1 8.4 2.5 1.11 100.0 56.2 50.1 51.2 1.01 44.5 0.13 0.20 0.07 5.7 8.5 2.6 1.10 100.0 54.9 48.9 49.9 1.01 44.1 0.13 0.21 0.07 7.3 8.7 2.7 1.07 98.3 51.5 45.8 46.8 1.01 43.9 0.12 0.22 0.07 8.7 8.9 2.7 1.04 96.4 48.7 43.1 44.0 1.01 43.7 0.12 0.22 0.07 9.6 9.1 2.8 1.02 95.2 47.1 40.8 42.4 1.01 43.7 0.12 0.22 0.07 9.6 9.1 2.8 1.02 95.1 47.1 40.1 42.3 1.00 43.7 0.12 0.22 0.07 9.6 9.1 2.8 1.02 95.2 39.4 39.9 42.4 1.00 43.3 0.11 0.23 0.08 11.3 9.3 2.9 0.99 92.8 44.1 37.7 39.2 1.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 29.00 29.00 29.20 29.11 29.30 29.24 29.40 29.36 29.50 29.48 29.70 29.62 29.80 29.78 30.00 29.90 30.10 30.01 30.20 30.13 30.30 30.27 30.50 30.42 30.60 30.55 30.70 30.68 30.90 30.81 31.00 30.94 31.10 31.05 31.30 31.19 31.40 31.33 31.50 31.46 31.70 31.60 31.80 31.73 31.90 31.86 32.00 31.99 32.20 32.12 32.30 32.24 32.50 32.37 32.60 32.52 32.70 32.64 32.90 32.78 33.00 32.92 33.10 33.04 33.20 33.15 33.30 33.27 33.50 33.40 33.60 33.53 33.80 33.70 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 43.4 0.11 0.23 0.08 11.1 9.3 2.8 0.99 93.0 44.5 38.0 39.5 1.00 43.8 0.12 0.22 0.07 9.1 9.0 2.7 1.02 95.8 48.4 41.4 43.4 1.00 44.0 0.13 0.21 0.07 7.9 8.8 2.7 1.04 97.4 51.0 44.1 45.9 0.99 44.0 0.13 0.21 0.07 8.0 8.8 2.7 1.04 97.3 50.9 45.1 45.7 0.99 43.9 0.12 0.21 0.07 8.5 8.9 2.7 1.03 96.6 49.9 44.9 44.7 0.99 43.6 0.12 0.32 0.11 10.1 9.2 2.8 1.00 94.4 46.8 42.6 41.6 0.99 43.1 0.11 0.34 0.11 12.2 9.5 2.9 0.96 91.4 43.0 39.2 37.6 0.98 43.0 0.11 0.34 0.11 12.7 9.6 2.9 0.95 90.7 42.1 38.3 36.7 0.98 42.8 0.11 0.35 0.12 13.8 9.7 3.0 0.93 89.3 40.4 36.7 34.9 0.98 42.7 0.10 0.25 0.08 14.3 9.8 3.0 0.92 88.6 39.6 35.8 34.0 0.98 42.3 0.10 0.36 0.12 16.3 10.1 3.1 0.89 85.8 36.6 33.3 30.8 0.98 41.7 0.09 0.39 0.13 19.5 10.7 3.3 0.84 82.0 32.1 29.7 26.2 0.97 40.9 0.08 0.42 0.14 23.5 11.4 3.6 0.78 77.8 27.4 25.9 21.2 0.97 39.8 0.06 0.71 0.24 29.1 12.5 4.0 0.70 72.4 27.3 21.4 15.2 0.97 38.0 0.05 0.88 0.29 37.9 14.5 4.7 0.59 68.0 19.1 16.5 8.4 0.97 36.8 0.03 0.30 0.10 44.2 16.0 5.2 0.52 69.9 19.9 14.1 5.0 0.97 35.2 0.02 0.41 0.14 52.0 18.2 6.0 0.44 71.5 17.6 11.4 2.3 0.97 2.1 2.48 2.21 34.0 2.48 0.53 0.18 58.1 20.1 6.8 3.05 17.3 9.6 0.7 0.96 2.2 2.36 2.10 33.7 2.36 0.56 0.19 59.3 20.5 6.9 2.89 16.6 9.2 0.5 0.96 38.7 0.05 0.78 0.26 34.6 13.7 4.4 0.63 67.7 22.1 18.1 10.6 0.96 40.9 0.08 0.42 0.14 23.2 11.4 3.6 0.78 77.5 28.1 26.2 21.5 0.96 41.9 0.09 0.38 0.13 18.5 10.5 3.3 0.84 82.8 34.1 30.9 27.7 0.96 42.2 0.10 0.27 0.09 16.7 10.2 3.2 0.87 85.3 36.8 33.3 30.4 0.96 42.5 0.10 0.36 0.12 15.5 10.0 3.1 0.89 86.8 38.6 35.2 32.2 0.95 42.8 0.11 0.35 0.12 13.9 9.8 3.0 0.91 89.0 41.3 37.6 34.9 0.95 43.1 0.11 0.34 0.11 12.3 9.5 2.9 0.94 91.2 44.2 40.3 37.9 0.95 43.7 0.13 0.32 0.11 9.4 9.1 2.8 0.98 95.1 49.7 45.3 43.3 0.95 44.0 0.13 0.31 0.10 7.8 8.8 2.7 1.01 97.3 53.4 48.6 46.8 0.95 44.2 0.14 0.30 0.10 6.5 8.6 2.6 1.03 99.0 56.2 51.1 49.3 0.94 44.3 0.14 0.20 0.07 6.0 8.6 2.6 1.04 99.7 57.5 51.8 50.3 0.94 44.3 0.14 0.20 0.07 6.1 8.6 2.6 1.03 99.6 57.5 50.6 50.3 0.94 44.1 0.14 0.21 0.07 7.2 8.7 2.6 1.01 98.0 54.9 48.4 48.0 0.94 44.0 0.13 0.21 0.07 7.6 8.8 2.7 1.00 97.4 54.1 47.8 47.2 0.94 44.6 0.15 0.20 0.07 4.7 8.4 2.5 1.05 100.0 50.9 52.9 53.2 0.94 45.1 0.16 0.20 0.07 2.2 8.0 2.4 1.10 100.0 56.5 58.1 59.1 0.93 45.2 0.16 0.20 0.07 1.8 8.0 2.4 1.10 100.0 57.5 59.8 60.1 0.93 45.2 0.16 0.20 0.07 1.5 7.9 2.4 1.11 100.0 69.9 61.2 60.7 0.93 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 33.90 33.83 34.00 33.95 34.10 34.08 34.30 34.21 34.40 34.34 34.60 34.48 34.70 34.61 34.80 34.72 35.00 34.87 35.10 35.02 35.20 35.15 35.30 35.26 35.50 35.40 35.60 35.55 35.70 35.67 35.80 35.78 36.00 35.91 36.10 36.06 36.30 36.19 36.40 36.32 36.50 36.46 36.60 36.58 36.80 36.72 36.90 36.87 37.00 36.98 37.20 37.11 37.40 37.27 37.50 37.42 37.60 37.55 37.80 37.71 37.90 37.84 38.00 37.95 38.20 38.10 38.30 38.23 38.40 38.34 38.50 38.48 38.70 38.61 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 45.1 0.16 0.20 0.07 1.9 8.0 2.4 1.10 100.0 69.0 60.8 59.9 0.93 45.1 0.16 0.20 0.07 2.1 8.0 2.4 1.09 100.0 68.4 60.7 59.4 0.93 45.1 0.16 0.20 0.07 2.2 8.0 2.4 1.09 100.0 68.2 61.0 59.1 0.92 44.9 0.16 0.20 0.07 3.0 8.1 2.5 1.07 100.0 66.1 59.8 57.3 0.92 44.8 0.15 0.30 0.10 3.5 8.2 2.5 1.06 100.0 65.0 59.1 56.2 0.92 44.7 0.15 0.30 0.10 3.9 8.3 2.5 1.05 100.0 63.9 58.7 55.2 0.92 44.7 0.15 0.30 0.10 3.9 8.3 2.5 1.05 100.0 64.0 59.1 55.2 0.92 44.7 0.15 0.30 0.10 4.1 8.3 2.5 1.05 100.0 63.7 59.5 55.0 0.92 44.6 0.15 0.30 0.10 4.4 8.3 2.5 1.04 100.0 78.9 59.8 54.4 0.91 44.5 0.15 0.30 0.10 4.7 8.4 2.5 1.03 100.0 77.9 59.4 53.6 0.91 44.5 0.15 0.30 0.10 4.9 8.4 2.5 1.03 100.0 77.4 59.2 53.2 0.91 44.6 0.15 0.30 0.10 4.4 8.3 2.5 1.04 100.0 79.3 61.0 54.4 0.91 45.0 0.16 0.30 0.10 2.1 8.0 2.4 1.08 100.0 69.7 65.1 59.8 0.91 45.2 0.17 0.30 0.10 1.4 7.9 2.4 1.09 100.0 71.7 67.0 61.5 0.90 44.7 0.15 0.30 0.10 3.9 8.3 2.5 1.04 100.0 81.3 61.9 55.6 0.90 45.0 0.16 0.30 0.10 2.4 8.1 2.4 1.07 100.0 69.2 64.3 59.2 0.90 45.1 0.17 0.30 0.10 1.7 8.0 2.4 1.08 100.0 71.2 65.2 60.9 0.90 45.2 0.17 0.30 0.10 1.1 7.9 2.4 1.09 100.0 73.1 66.6 62.3 0.90 45.3 0.17 0.30 0.10 0.9 7.9 2.4 1.09 100.0 74.0 67.7 63.0 0.89 45.3 0.17 0.30 0.10 1.0 7.9 2.4 1.09 100.0 73.7 68.1 62.7 0.89 45.3 0.17 0.30 0.10 0.6 7.8 2.3 1.09 100.0 74.9 69.5 63.7 0.89 45.6 0.18 0.30 0.10 0.0 7.7 2.3 1.11 100.0 79.1 72.3 67.2 0.89 46.1 0.19 0.20 0.07 0.0 7.4 2.2 1.16 100.0 87.5 77.1 74.2 0.89 45.9 0.19 0.20 0.07 0.0 7.5 2.2 1.14 100.0 84.6 75.0 71.7 0.89 45.9 0.19 0.20 0.07 0.0 7.5 2.2 1.14 100.0 70.4 73.4 71.5 0.88 45.9 0.19 0.20 0.07 0.0 7.4 2.2 1.14 100.0 71.2 71.4 72.3 0.88 46.5 0.21 0.20 0.07 0.0 7.1 2.1 1.19 100.0 79.8 79.1 81.0 0.88 47.2 0.23 0.10 0.03 0.0 6.7 2.0 1.26 100.0 93.1 90.1 94.3 0.88 47.3 0.23 0.10 0.03 0.0 6.6 1.9 1.28 100.0 95.5 92.5 96.7 0.88 47.3 0.23 0.10 0.03 0.0 6.6 1.9 1.27 100.0 95.8 93.5 96.8 0.88 47.2 0.23 0.10 0.03 0.0 6.7 2.0 1.26 100.0 93.7 88.9 94.6 0.87 46.5 0.21 0.10 0.03 0.0 7.1 2.1 1.19 100.0 81.9 80.5 82.6 0.87 45.8 0.19 0.20 0.07 0.0 7.5 2.2 1.11 100.0 69.7 70.6 70.3 0.87 45.1 0.17 0.20 0.07 1.7 8.0 2.4 1.05 100.0 60.8 63.3 61.3 0.87 44.1 0.15 0.31 0.10 6.6 8.7 2.6 0.97 98.3 60.0 54.3 50.3 0.87 43.8 0.14 0.31 0.10 7.9 8.8 2.7 0.94 98.0 57.0 53.8 47.7 0.87 44.7 0.16 0.30 0.10 3.5 8.2 2.5 1.02 100.0 68.2 64.2 57.1 0.87 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 38.80 38.74 38.90 38.87 39.10 39.01 39.20 39.14 39.30 39.27 39.50 39.40 39.60 39.53 39.70 39.66 39.80 39.78 40.00 39.92 40.10 40.06 40.30 40.19 40.40 40.31 40.50 40.42 40.60 40.56 40.80 40.70 40.90 40.84 41.00 40.96 41.20 41.08 41.30 41.23 41.40 41.37 41.50 41.49 41.70 41.61 41.80 41.74 41.90 41.88 42.10 42.01 42.20 42.14 42.40 42.29 42.50 42.42 42.60 42.56 42.80 42.70 42.90 42.81 43.00 42.92 43.10 43.05 43.30 43.19 43.40 43.34 43.60 43.51 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 44.7 0.16 0.30 0.10 3.2 8.2 2.5 1.02 100.0 86.4 66.5 57.8 0.86 43.7 0.14 0.30 0.10 8.4 8.9 2.7 0.93 100.0 93.7 57.4 46.7 0.86 43.2 0.13 0.30 0.10 10.6 9.2 2.8 0.90 100.0 86.0 53.7 42.1 0.86 43.3 0.13 0.30 0.10 9.9 9.1 2.8 0.90 100.0 265.5 55.3 43.6 0.86 44.3 0.15 0.30 0.10 5.4 8.5 2.6 0.98 100.0 106.3 64.1 53.2 0.86 44.9 0.17 0.30 0.10 2.0 8.0 2.4 1.03 100.0 91.4 71.4 60.9 0.86 45.1 0.18 0.30 0.10 1.0 7.9 2.4 1.05 100.0 95.5 73.9 63.5 0.85 45.3 0.18 0.30 0.10 0.4 7.8 2.3 1.06 100.0 97.8 75.3 65.0 0.85 45.3 0.18 0.30 0.10 0.3 7.8 2.3 1.06 100.0 98.6 75.9 65.5 0.85 45.3 0.18 0.30 0.10 0.0 7.8 2.3 1.06 100.0 99.8 76.9 66.2 0.85 45.4 0.18 0.30 0.10 0.0 7.7 2.3 1.06 100.0 100.8 77.8 66.8 0.85 45.4 0.19 0.30 0.10 0.0 7.7 2.3 1.07 100.0 101.8 78.4 67.4 0.85 45.5 0.19 0.30 0.10 0.0 7.7 2.3 1.07 100.0 103.0 79.1 68.1 0.84 45.2 0.18 0.30 0.10 0.4 7.8 2.3 1.05 100.0 98.9 77.1 65.3 0.84 45.1 0.18 0.30 0.10 0.9 7.9 2.4 1.04 100.0 388.2 76.5 64.1 0.84 45.1 0.18 0.30 0.10 1.1 7.9 2.4 1.03 100.0 385.2 76.4 63.5 0.84 44.8 0.17 0.30 0.10 2.3 8.1 2.4 1.01 100.0 367.1 73.6 60.4 0.84 44.5 0.17 0.30 0.10 3.7 8.2 2.5 0.99 100.0 348.5 70.4 57.4 0.84 44.2 0.16 0.30 0.10 5.4 8.5 2.6 0.96 100.0 326.1 66.2 53.6 0.84 44.0 0.15 0.30 0.10 6.4 8.6 2.6 0.94 100.0 312.8 63.6 51.4 0.83 44.0 0.15 0.30 0.10 6.3 8.6 2.6 0.94 100.0 105.0 63.4 51.7 0.83 44.1 0.16 0.30 0.10 5.8 8.5 2.6 0.95 100.0 80.5 64.3 52.8 0.83 44.3 0.16 0.30 0.10 4.9 8.4 2.5 0.96 100.0 83.6 66.4 54.8 0.83 44.2 0.16 0.30 0.10 5.2 8.4 2.6 0.96 100.0 82.7 65.9 54.2 0.83 43.7 0.15 0.30 0.10 7.7 8.8 2.7 0.91 100.0 99.8 60.9 48.8 0.83 42.9 0.13 0.32 0.11 12.0 9.4 2.9 0.85 98.9 84.2 53.2 39.8 0.83 42.3 0.12 0.37 0.12 14.6 9.9 3.0 0.81 96.6 76.2 48.8 34.9 0.82 42.2 0.12 0.39 0.13 15.1 9.9 3.1 0.80 95.8 74.8 47.8 34.0 0.82 42.0 0.11 0.41 0.14 16.1 10.1 3.1 0.79 95.0 71.8 46.2 32.2 0.82 41.3 0.10 0.53 0.18 20.1 10.8 3.4 0.73 89.1 61.4 39.3 25.9 0.82 40.7 0.09 0.55 0.18 22.9 11.3 3.5 0.69 88.1 55.1 36.3 22.1 0.82 40.3 0.09 0.57 0.19 24.7 11.6 3.7 0.67 87.1 51.3 34.2 19.9 0.82 40.1 0.08 0.59 0.20 25.6 11.8 3.7 0.66 86.2 49.6 33.2 18.9 0.82 40.1 0.08 0.61 0.20 26.0 11.9 3.7 0.65 85.0 48.9 32.5 18.4 0.81 40.0 0.08 0.63 0.21 26.4 12.0 3.8 0.65 83.7 48.2 31.8 18.0 0.81 40.0 0.08 0.65 0.22 26.4 12.0 3.8 0.65 83.0 48.2 31.6 17.9 0.81 40.0 0.08 0.65 0.22 26.5 12.0 3.8 0.65 82.8 48.2 31.6 17.9 0.81 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 43.70 43.65 43.80 43.75 43.90 43.86 44.10 44.01 44.30 44.19 44.40 44.34 44.50 44.45 44.60 44.57 44.80 44.71 44.90 44.84 45.00 44.96 45.20 45.10 45.30 45.21 45.40 45.32 45.50 45.43 45.60 45.55 45.70 45.68 45.90 45.80 46.00 45.93 46.10 46.07 46.30 46.20 46.40 46.33 46.60 46.48 46.70 46.63 46.80 46.74 46.90 46.86 47.10 47.01 47.20 47.16 47.30 47.27 47.40 47.38 47.60 47.54 47.80 47.69 47.90 47.84 48.10 48.03 48.20 48.18 48.30 48.27 48.40 48.37 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 39.9 0.08 0.65 0.22 26.8 12.0 3.8 0.64 82.7 47.7 31.4 17.5 0.81 39.8 0.08 0.64 0.21 27.2 12.1 3.8 0.64 83.3 47.0 31.3 17.1 0.81 39.8 0.08 0.62 0.21 27.3 12.1 3.8 0.63 84.3 46.9 31.5 17.0 0.81 40.1 0.08 0.61 0.20 25.6 11.8 3.7 0.65 85.1 50.2 33.3 18.9 0.81 40.1 0.08 0.60 0.20 25.6 11.8 3.7 0.65 85.5 50.4 33.6 18.9 0.80 39.6 0.08 0.17 0.06 28.1 12.3 3.9 0.62 85.7 54.7 31.4 16.2 0.80 39.5 0.08 0.17 0.06 28.4 12.4 3.9 0.62 86.3 54.1 31.4 15.9 0.80 39.9 0.08 0.15 0.05 26.5 12.0 3.8 0.64 87.1 58.4 33.3 17.9 0.80 40.2 0.09 0.14 0.05 24.9 11.7 3.7 0.66 87.9 62.3 35.2 19.7 0.80 40.6 0.09 0.54 0.18 23.0 11.3 3.5 0.68 88.4 56.0 37.2 22.0 0.80 41.2 0.10 0.52 0.17 20.2 10.8 3.4 0.71 89.6 62.7 40.5 25.8 0.80 41.9 0.12 0.43 0.14 16.7 10.2 3.2 0.76 91.4 72.1 45.1 31.3 0.80 42.6 0.13 0.39 0.13 13.4 9.7 3.0 0.81 94.2 61.8 50.3 37.4 0.80 43.0 0.14 0.35 0.12 11.3 9.3 2.9 0.83 96.9 67.1 54.6 41.6 0.79 42.9 0.14 0.34 0.11 11.4 9.4 2.9 0.83 97.4 89.3 55.0 41.5 0.79 43.0 0.14 0.32 0.11 11.0 9.3 2.8 0.84 98.4 90.7 56.4 42.3 0.79 43.2 0.14 0.30 0.10 10.0 9.1 2.8 0.85 99.7 94.7 58.7 44.6 0.79 43.5 0.15 0.30 0.10 8.3 8.9 2.7 0.87 100.0 304.1 62.6 48.2 0.79 43.8 0.16 0.30 0.10 7.1 8.7 2.6 0.89 100.0 320.0 65.6 51.0 0.79 43.6 0.16 0.30 0.10 7.6 8.8 2.7 0.88 100.0 313.4 64.5 49.8 0.79 43.2 0.15 0.30 0.10 9.9 9.1 2.8 0.85 100.0 286.4 59.9 44.9 0.79 42.6 0.13 0.33 0.11 12.5 9.5 2.9 0.81 98.2 259.0 54.9 39.4 0.78 42.4 0.13 0.37 0.12 13.8 9.7 3.0 0.79 96.9 246.4 52.5 36.8 0.78 42.2 0.13 0.38 0.13 14.5 9.8 3.0 0.78 96.1 239.6 51.2 35.4 0.78 42.2 0.12 0.39 0.13 14.8 9.9 3.0 0.77 95.6 79.2 50.6 34.9 0.78 42.2 0.12 0.40 0.13 14.9 9.9 3.1 0.77 95.2 78.8 50.3 34.7 0.78 42.4 0.13 0.36 0.12 13.7 9.7 3.0 0.79 96.3 83.0 52.6 37.1 0.78 42.9 0.14 0.32 0.11 11.2 9.3 2.8 0.82 99.0 275.4 57.7 42.3 0.78 43.5 0.15 0.30 0.10 8.2 8.9 2.7 0.87 100.0 310.3 64.6 48.8 0.78 44.1 0.17 0.30 0.10 4.9 8.4 2.5 0.91 100.0 353.9 73.6 55.9 0.78 44.8 0.19 0.30 0.10 1.6 8.0 2.4 0.96 100.0 404.2 83.0 63.8 0.77 44.6 0.18 0.30 0.10 2.6 8.1 2.4 0.95 100.0 387.9 80.0 61.2 0.77 43.9 0.17 0.30 0.10 5.9 8.5 2.6 0.89 100.0 341.6 70.6 53.8 0.77 43.5 0.16 0.30 0.10 8.3 8.9 2.7 0.86 100.0 311.1 63.8 48.6 0.77 43.4 0.15 0.30 0.10 8.9 9.0 2.7 0.85 100.0 304.2 62.6 47.4 0.77 43.3 0.15 0.30 0.10 8.9 9.0 2.7 0.85 100.0 304.3 62.7 47.4 0.77 43.5 0.16 0.30 0.10 8.4 8.9 2.7 0.85 100.0 310.9 63.8 48.5 0.77 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 48.60 48.50 48.70 48.62 48.80 48.76 49.00 48.89 49.10 49.02 49.20 49.15 49.40 49.28 49.50 49.42 49.60 49.56 49.70 49.69 49.90 49.81 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 43.9 0.17 0.30 0.10 5.9 8.5 2.6 0.89 100.0 344.1 70.8 54.0 0.76 44.6 0.19 0.30 0.10 2.6 8.1 2.4 0.94 100.0 392.1 79.2 61.5 0.76 45.2 0.20 0.30 0.10 0.5 7.8 2.3 0.97 100.0 85.2 78.6 66.7 0.76 45.6 0.21 0.30 0.10 0.0 7.5 2.2 1.01 100.0 117.1 88.1 73.3 0.76 46.5 0.24 0.20 0.07 0.0 7.0 2.1 1.09 100.0 111.3 99.5 87.0 0.76 43.0 0.15 0.33 0.11 10.5 9.2 2.8 0.82 98.0 96.1 59.1 44.1 0.76 40.1 0.09 0.15 0.05 25.1 11.7 3.7 0.63 87.8 65.1 37.0 19.5 0.76 1.4 5.17 3.10 35.6 5.17 0.38 0.13 46.4 16.6 5.4 3.93 35.8 20.3 2.3 0.76 1.1 2.56 1.46 32.0 2.56 0.80 0.27 64.1 22.2 7.5 1.94 37.0 12.4 0.4 0.76 0.9 1.31 0.71 28.6 1.31 2.32 0.77 81.0 29.4 10.3 0.99 20.4 8.2 0.2 0.76 0.6 1.04 0.56 27.4 1.04 3.74 1.25 86.8 32.3 11.5 0.78 16.9 7.9 0.2 0.75 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 0.30 0.14 0.40 0.35 0.50 0.47 0.70 0.59 0.80 0.73 0.90 0.87 1.10 1.01 1.20 1.14 1.30 1.27 1.40 1.39 1.60 1.54 1.70 1.67 1.90 1.79 2.00 1.93 2.10 2.06 2.30 2.19 2.40 2.33 2.50 2.46 2.70 2.59 2.80 2.73 2.90 2.86 3.10 2.98 3.20 3.14 3.40 3.30 3.50 3.42 3.60 3.53 3.80 3.67 3.90 3.82 3.90 3.92 4.10 4.01 4.20 4.15 4.40 4.29 4.50 4.41 4.60 4.54 4.70 4.67 4.90 4.81 5.00 4.95 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 10.5 6.9 5.7 3.7 1.00 1.02 1.10 1.00 0.44 1.30 0.00 0.01 0.00 18.7 12.6 5.8 15.0 1.00 1.14 1.10 1.00 0.39 0.10 0.01 0.01 0.006 0.45 0.07 23.0 16.6 8.8 20.3 1.00 1.14 1.10 1.00 0.39 0.15 0.01 0.02 0.004 0.67 0.03 24.9 17.3 9.7 20.3 1.00 1.14 1.10 1.00 0.39 0.15 0.02 0.03 0.005 0.66 0.02 26.4 17.6 10.4 19.8 1.00 1.14 1.10 1.00 0.39 0.16 0.02 0.04 0.006 0.62 0.03 24.1 19.2 13.0 20.8 1.00 1.14 1.10 1.00 0.39 0.19 0.02 0.05 0.007 0.63 0.02 22.3 17.8 11.5 19.4 1.00 1.14 1.10 1.00 0.39 0.17 0.03 0.05 0.010 0.55 0.03 23.1 18.4 12.2 20.0 1.00 1.14 1.10 1.00 0.39 0.18 0.03 0.06 0.011 0.54 0.03 24.3 19.2 13.2 20.8 1.00 1.14 1.10 1.00 0.39 0.19 0.03 0.07 0.012 0.55 0.03 28.5 21.8 16.7 22.9 1.00 1.14 1.10 1.00 0.39 0.24 0.04 0.08 0.011 0.59 0.02 29.9 22.8 17.9 24.0 1.00 1.14 1.10 1.00 0.39 0.27 0.04 0.09 0.012 0.60 0.02 29.6 22.9 17.6 24.4 1.00 1.14 1.10 1.00 0.39 0.27 0.05 0.10 0.012 0.60 0.02 28.8 22.7 17.0 24.5 1.00 1.14 1.10 1.00 0.39 0.26 0.05 0.11 0.013 0.59 0.03 27.9 22.3 16.2 24.4 1.00 1.14 1.10 1.00 0.39 0.25 0.05 0.11 0.015 0.57 0.03 26.5 21.6 15.2 23.9 1.00 1.14 1.10 1.00 0.39 0.24 0.06 0.12 0.017 0.53 0.04 33.3 20.8 14.2 23.1 0.99 1.14 1.10 1.00 0.39 0.22 0.06 0.12 0.021 0.49 0.05 32.7 20.4 13.8 22.6 0.99 1.14 1.10 1.00 0.38 0.21 0.07 0.13 0.024 0.45 0.06 32.6 20.4 13.8 22.5 0.99 1.14 1.10 1.00 0.38 0.21 0.07 0.14 0.027 0.43 0.07 32.5 20.3 13.7 22.5 0.99 1.14 1.10 1.00 0.38 0.21 0.07 0.15 0.029 0.42 0.08 30.6 19.5 12.7 21.8 0.99 1.14 1.10 1.00 0.38 0.19 0.08 0.15 0.037 0.37 0.11 28.7 18.7 11.6 20.9 0.99 1.14 1.10 1.00 0.38 0.17 0.08 0.16 0.048 0.31 0.17 26.1 17.3 10.2 19.3 0.99 1.14 1.10 1.00 0.38 0.15 0.08 0.16 0.076 0.22 0.33 22.8 15.5 8.4 17.2 0.99 1.14 1.10 1.00 0.38 0.13 0.09 0.16 0.175 0.12 1.06 19.8 14.0 7.0 15.7 0.99 1.14 1.10 1.00 0.38 0.11 0.09 0.16 0.482 0.05 4.70 17.4 13.0 6.1 15.0 0.99 1.14 1.10 1.00 0.38 0.11 0.10 0.15 1.000 0.03 5.67 16.9 11.4 5.2 12.7 0.99 1.14 1.10 1.00 0.38 0.10 0.10 0.15 1.000 0.04 5.67 14.9 10.3 5.1 10.9 0.99 1.14 1.10 1.00 0.38 0.09 0.10 0.14 1.000 0.05 5.67 14.2 10.3 5.4 11.7 0.99 1.14 1.10 1.00 0.38 0.09 0.11 0.14 1.000 0.05 3.81 13.6 10.2 5.6 12.2 0.99 1.14 1.10 1.00 0.38 0.09 0.11 0.14 1.000 0.05 3.58 15.6 10.9 5.3 12.1 0.99 1.14 1.10 1.00 0.38 0.09 0.11 0.16 1.000 0.05 4.02 17.4 11.7 5.3 13.1 0.99 1.14 1.10 1.00 0.38 0.10 0.11 0.17 1.000 0.04 5.67 15.9 11.9 5.5 13.1 0.99 1.14 1.10 1.00 0.38 0.10 0.12 0.18 1.000 0.04 5.67 16.0 12.0 5.5 13.3 0.99 1.14 1.10 1.00 0.38 0.10 0.12 0.19 1.000 0.04 5.67 16.1 12.1 5.6 13.4 0.99 1.14 1.10 1.00 0.38 0.10 0.12 0.19 1.000 0.04 5.67 16.1 12.0 5.5 13.4 0.99 1.14 1.10 1.00 0.38 0.10 0.13 0.20 1.000 0.04 5.67 16.5 12.3 5.7 13.6 0.99 1.14 1.10 1.00 0.38 0.10 0.13 0.20 1.000 0.04 5.67 17.1 12.5 5.8 13.8 0.99 1.14 1.10 1.00 0.38 0.10 0.13 0.21 1.000 0.04 5.67 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 5.10 5.05 5.20 5.16 5.30 5.28 5.50 5.43 5.60 5.57 5.80 5.70 5.90 5.85 6.00 5.95 6.10 6.05 6.30 6.19 6.40 6.35 6.50 6.48 6.70 6.60 6.80 6.73 6.90 6.85 7.00 6.98 7.20 7.11 7.30 7.25 7.50 7.39 7.60 7.52 7.70 7.64 7.90 7.79 8.00 7.94 8.10 8.04 8.20 8.14 8.40 8.29 8.50 8.44 8.60 8.56 8.70 8.68 8.90 8.82 9.00 8.94 9.20 9.08 9.30 9.22 9.40 9.33 9.40 9.42 9.60 9.53 9.70 9.66 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 17.6 12.7 6.0 14.0 0.99 1.14 1.10 1.00 0.38 0.10 0.27 0.14 0.22 31.560 3.43 18.3 13.1 6.3 14.5 0.99 1.14 1.10 1.00 0.39 0.11 0.27 0.14 0.23 29.929 3.32 19.1 13.7 6.7 15.3 0.99 1.14 1.10 1.00 0.39 0.11 0.28 0.14 0.23 27.908 3.18 19.8 14.1 7.0 15.8 0.99 1.14 1.10 1.00 0.40 0.11 0.29 0.15 0.24 26.613 3.09 19.9 13.7 6.8 15.0 0.99 1.14 1.10 1.00 0.41 0.11 0.28 0.15 0.24 27.738 3.16 20.1 13.4 6.7 14.4 0.99 1.14 1.10 1.00 0.41 0.11 0.27 0.15 0.25 28.345 3.21 20.6 14.0 7.1 15.3 0.99 1.14 1.10 1.00 0.42 0.11 0.28 0.16 0.25 26.700 3.09 20.7 14.3 7.3 15.8 0.99 1.14 1.10 1.00 0.42 0.12 0.28 0.16 0.25 25.928 3.04 22.0 15.0 7.9 16.8 0.99 1.14 1.10 1.00 0.42 0.12 0.29 0.16 0.26 23.802 2.88 23.2 15.8 8.6 17.8 0.99 1.14 1.10 1.00 0.43 0.13 0.31 0.17 0.27 21.932 2.75 24.2 16.8 9.3 19.4 0.99 1.14 1.10 1.00 0.43 0.15 0.34 0.17 0.27 19.675 2.59 23.7 17.1 9.1 21.0 0.98 1.14 1.10 1.00 0.44 0.16 0.36 0.18 0.27 18.390 2.50 24.7 16.2 7.9 21.8 0.98 1.14 1.10 1.00 0.44 0.15 0.35 0.18 0.26 18.706 1.78 24.2 15.8 7.7 20.5 0.98 1.14 1.10 1.00 0.44 0.14 0.32 0.18 0.26 20.260 1.90 22.5 16.1 8.5 19.2 0.98 1.14 1.10 1.00 0.45 0.14 0.31 0.19 0.28 20.724 2.66 26.2 17.3 10.2 19.4 0.98 1.14 1.10 1.00 0.45 0.15 0.34 0.19 0.30 18.734 2.52 28.7 17.9 11.3 19.7 0.98 1.14 1.10 1.00 0.46 0.17 0.36 0.19 0.32 17.284 2.41 23.8 18.9 12.8 20.5 0.98 1.14 1.10 1.00 0.46 0.18 0.40 0.20 0.33 15.584 2.28 26.4 20.4 14.9 21.8 0.98 1.14 1.10 1.00 0.46 0.21 0.46 0.20 0.35 13.940 2.13 28.4 21.8 16.6 23.1 0.98 1.14 1.10 1.00 0.47 0.24 0.52 0.20 0.36 12.990 2.01 28.8 21.7 16.9 22.6 0.98 1.14 1.10 1.00 0.47 0.24 0.51 0.21 0.37 13.073 2.02 29.6 21.5 17.4 21.5 0.98 1.14 1.10 1.00 0.47 0.23 0.49 0.21 0.37 13.262 2.05 32.1 23.3 19.2 23.3 0.98 1.14 1.10 1.00 0.48 0.28 0.58 0.22 0.39 12.148 1.91 29.4 21.9 17.0 22.5 0.98 1.14 1.10 1.00 0.48 0.24 0.51 0.22 0.38 13.009 2.02 34.8 25.4 20.9 25.4 0.98 1.14 1.10 1.00 0.48 0.33 0.68 0.22 0.40 7.719 1.60 37.4 27.4 22.6 27.1 0.98 1.14 1.10 1.00 0.49 0.38 0.79 0.22 0.42 5.269 1.18 39.0 28.5 23.7 28.5 0.98 1.14 1.10 1.00 0.49 0.43 0.89 0.23 0.42 3.865 0.85 33.0 29.9 25.2 29.9 0.98 1.14 1.10 1.00 0.49 0.51 1.04 0.23 0.44 2.486 0.49 35.7 32.1 27.3 32.1 0.98 1.14 1.10 1.00 0.49 0.63 1.28 0.24 0.45 1.054 0.20 39.2 35.0 30.0 35.0 0.98 1.14 1.10 1.00 0.50 0.79 1.60 0.24 0.46 0.143 0.09 43.6 38.5 33.2 38.5 0.98 1.14 1.10 1.00 0.50 1.00 2.00 0.24 0.48 0.000 0.00 47.6 41.9 36.0 41.9 0.98 1.14 1.10 1.00 0.50 1.18 2.00 0.25 0.50 0.000 0.00 49.4 43.4 37.3 43.4 0.98 1.14 1.10 1.00 0.50 1.27 2.00 0.25 0.51 0.000 0.00 50.7 44.4 38.2 44.4 0.98 1.14 1.10 1.00 0.51 1.30 2.00 0.26 0.52 0.000 0.00 51.5 44.8 38.7 44.8 0.98 1.14 1.10 1.00 0.51 1.30 2.00 0.26 0.52 0.000 0.00 54.5 46.7 40.6 46.7 0.98 1.14 1.10 1.00 0.51 1.30 2.00 0.26 0.54 0.000 0.00 56.0 47.6 41.6 47.6 0.98 1.14 1.10 1.00 0.51 1.30 2.00 0.26 0.54 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 9.80 9.75 9.90 9.84 10.10 10.01 10.20 10.19 10.40 10.30 10.50 10.45 10.60 10.58 10.70 10.68 10.90 10.81 11.00 10.94 11.10 11.06 11.20 11.18 11.40 11.32 11.50 11.45 11.60 11.57 11.90 11.78 12.00 11.98 12.10 12.08 12.30 12.20 12.40 12.31 12.50 12.41 12.60 12.52 12.70 12.63 12.80 12.73 12.90 12.82 13.00 12.95 13.10 13.08 13.30 13.20 13.40 13.33 13.50 13.46 13.70 13.60 13.80 13.74 13.90 13.87 14.00 13.97 14.10 14.08 14.30 14.21 14.40 14.35 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 57.7 48.0 42.6 48.0 0.98 1.14 1.10 1.00 0.51 1.30 2.00 0.27 0.55 0.000 0.00 58.3 46.5 43.0 46.5 0.98 1.14 1.10 1.00 0.52 1.30 2.00 0.27 0.56 0.000 0.00 59.9 47.7 44.0 47.7 0.98 1.14 1.10 1.00 0.52 1.30 2.00 0.28 0.57 0.000 0.00 57.2 45.8 42.5 45.8 0.98 1.14 1.10 1.00 0.52 1.30 2.00 0.28 0.56 0.000 0.00 60.1 48.0 44.3 48.0 0.98 1.14 1.10 1.00 0.52 1.30 2.00 0.28 0.58 0.000 0.00 64.3 51.5 47.1 51.5 0.98 1.14 1.10 1.00 0.53 1.30 2.00 0.29 0.59 0.000 0.00 64.8 52.7 47.5 52.7 0.98 1.14 1.10 1.00 0.53 1.30 2.00 0.29 0.60 0.000 0.00 65.0 53.7 47.8 53.7 0.98 1.14 1.10 1.00 0.53 1.30 2.00 0.29 0.60 0.000 0.00 64.6 54.0 47.6 54.0 0.97 1.14 1.10 1.00 0.53 1.30 2.00 0.30 0.60 0.000 0.00 63.7 53.4 47.1 53.4 0.97 1.14 1.10 1.00 0.53 1.30 2.00 0.30 0.61 0.000 0.00 62.9 52.6 46.6 52.6 0.97 1.14 1.10 1.00 0.53 1.30 2.00 0.31 0.61 0.000 0.00 61.3 51.4 45.6 51.4 0.97 1.14 1.10 1.00 0.54 1.30 2.00 0.31 0.61 0.000 0.00 60.4 51.9 45.1 51.9 0.97 1.14 1.10 1.00 0.54 1.30 2.00 0.31 0.61 0.000 0.00 59.5 52.5 44.6 52.5 0.97 1.14 1.10 1.00 0.54 1.30 2.00 0.32 0.61 0.000 0.00 58.8 53.1 44.3 53.1 0.97 1.14 1.10 1.00 0.54 1.30 2.00 0.32 0.61 0.000 0.00 69.5 51.9 42.2 53.3 0.97 1.14 1.10 1.00 0.54 1.30 2.00 0.33 0.61 0.000 0.00 67.8 50.9 41.5 52.6 0.97 1.14 1.10 1.00 0.54 1.30 2.00 0.33 0.61 0.000 0.00 66.7 49.9 41.0 51.4 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.34 0.61 0.000 0.00 66.9 49.9 41.2 51.1 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.34 0.62 0.000 0.00 69.8 51.6 42.7 52.3 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.34 0.63 0.000 0.00 61.0 55.6 46.2 55.6 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.35 0.65 0.000 0.00 64.8 57.8 49.2 57.8 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.35 0.67 0.000 0.00 67.3 60.4 51.2 60.4 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.35 0.68 0.000 0.00 68.7 62.1 52.3 62.1 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.36 0.68 0.000 0.00 80.6 59.7 49.0 60.6 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.36 0.67 0.000 0.00 82.1 61.0 50.0 62.1 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.36 0.68 0.000 0.00 81.0 60.5 49.4 62.2 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.37 0.68 0.000 0.00 79.3 59.5 48.4 61.7 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.37 0.68 0.000 0.00 77.5 58.4 47.4 60.8 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.38 0.68 0.000 0.00 75.7 57.2 46.4 59.7 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.38 0.68 0.000 0.00 74.0 56.0 45.6 58.6 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.38 0.68 0.000 0.00 72.7 54.5 45.0 56.4 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.39 0.69 0.000 0.00 57.9 53.3 45.0 53.5 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.39 0.69 0.000 0.00 59.2 53.3 46.0 53.3 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.40 0.70 0.000 0.00 62.1 53.5 48.3 53.5 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.40 0.71 0.000 0.00 63.4 53.3 49.5 53.3 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.40 0.72 0.000 0.00 64.4 53.8 50.3 53.8 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.41 0.73 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 14.60 14.50 14.70 14.65 14.80 14.75 14.90 14.85 15.10 14.99 15.20 15.12 15.30 15.24 15.40 15.38 15.60 15.51 15.70 15.65 15.80 15.76 16.00 15.90 16.10 16.03 16.20 16.15 16.30 16.29 16.50 16.43 16.70 16.61 16.80 16.76 17.00 16.89 17.10 17.02 17.20 17.14 17.30 17.27 17.50 17.40 17.60 17.55 17.80 17.69 17.90 17.82 18.00 17.94 18.10 18.06 18.30 18.19 18.40 18.33 18.50 18.45 18.70 18.59 18.80 18.74 19.00 18.88 19.10 19.00 19.20 19.11 19.30 19.24 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 64.7 53.5 50.7 53.5 0.97 1.14 1.10 1.00 0.57 1.30 2.00 0.41 0.73 0.000 0.00 64.2 53.1 50.4 53.1 0.97 1.14 1.10 1.00 0.57 1.30 2.00 0.42 0.74 0.000 0.00 63.7 53.0 50.0 53.0 0.97 1.14 1.10 1.00 0.57 1.30 2.00 0.42 0.74 0.000 0.00 63.1 52.9 49.7 52.9 0.97 1.14 1.10 1.00 0.57 1.30 2.00 0.42 0.74 0.000 0.00 63.2 52.7 49.9 52.7 0.97 1.14 1.10 1.00 0.57 1.30 2.00 0.43 0.75 0.000 0.00 63.2 52.3 49.9 52.3 0.96 1.14 1.10 1.00 0.57 1.30 2.00 0.43 0.75 0.000 0.00 62.5 52.1 49.5 52.1 0.96 1.14 1.10 1.00 0.57 1.30 2.00 0.43 0.75 0.000 0.00 62.4 52.4 49.5 52.4 0.96 1.14 1.10 1.00 0.57 1.30 2.00 0.44 0.76 0.000 0.00 62.7 52.7 49.8 52.7 0.96 1.14 1.10 1.00 0.57 1.30 2.00 0.44 0.76 0.000 0.00 63.5 53.2 50.5 53.2 0.96 1.14 1.10 1.00 0.57 1.30 2.00 0.45 0.77 0.000 0.00 65.0 54.4 51.8 54.4 0.96 1.14 1.10 1.00 0.57 1.30 2.00 0.45 0.78 0.000 0.00 55.5 55.4 53.1 55.4 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.45 0.79 0.000 0.00 56.4 55.9 54.1 55.9 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.46 0.80 0.000 0.00 57.6 56.4 55.4 56.4 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.46 0.80 0.000 0.00 57.5 56.3 55.4 56.3 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.46 0.81 0.000 0.00 57.1 56.0 55.1 56.0 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.47 0.81 0.000 0.00 57.7 56.2 55.8 56.2 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.47 0.82 0.000 0.00 56.7 54.8 54.9 54.8 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.48 0.82 0.000 0.00 56.2 54.5 54.4 54.5 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.48 0.82 0.000 0.00 54.8 53.5 53.2 53.5 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.49 0.82 0.000 0.00 55.1 54.0 53.6 54.0 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.49 0.82 0.000 0.00 55.4 54.4 53.9 54.4 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.49 0.83 0.000 0.00 56.2 54.7 54.8 54.7 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.50 0.84 0.000 0.00 55.8 54.4 54.5 54.4 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.50 0.84 0.000 0.00 55.6 54.3 54.4 54.3 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.50 0.84 0.000 0.00 55.2 53.4 54.1 53.4 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.51 0.85 0.000 0.00 54.8 52.7 53.8 52.7 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.51 0.85 0.000 0.00 54.7 52.5 53.8 52.5 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.52 0.85 0.000 0.00 54.2 52.1 53.3 52.1 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.52 0.85 0.000 0.00 53.4 52.1 52.7 52.1 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.52 0.85 0.000 0.00 52.3 51.9 51.6 51.9 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.53 0.85 0.000 0.00 51.4 51.4 50.8 51.4 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.53 0.85 0.000 0.00 51.0 51.2 50.5 51.2 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.53 0.86 0.000 0.00 50.3 50.5 49.9 50.5 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.54 0.86 0.000 0.00 49.4 49.4 49.1 49.4 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.54 0.86 0.000 0.00 48.8 48.4 48.5 48.4 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.55 0.86 0.000 0.00 48.3 47.7 48.0 47.7 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.55 0.86 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 19.50 19.38 19.60 19.52 19.70 19.65 19.90 19.79 20.00 19.92 20.10 20.05 20.20 20.17 20.40 20.30 20.50 20.42 20.60 20.55 20.80 20.69 20.90 20.82 21.00 20.94 21.20 21.11 21.30 21.25 21.40 21.36 21.50 21.49 21.70 21.62 21.80 21.75 21.90 21.83 22.00 21.94 22.10 22.08 22.30 22.21 22.40 22.34 22.50 22.46 22.70 22.58 22.80 22.73 22.90 22.87 23.10 23.00 23.20 23.13 23.30 23.27 23.40 23.38 23.60 23.53 23.70 23.66 23.80 23.76 24.00 23.91 24.10 24.05 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 46.6 46.2 46.4 46.2 0.95 1.14 1.10 1.00 0.59 1.30 2.00 0.55 0.85 0.000 0.00 45.4 45.2 45.4 45.2 0.95 1.14 1.10 1.00 0.59 1.30 2.00 0.56 0.85 0.000 0.00 55.5 47.5 46.3 47.5 0.95 1.14 1.10 1.00 0.59 1.30 2.00 0.56 0.86 0.000 0.00 56.2 48.2 46.9 48.2 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.57 0.86 0.000 0.00 51.0 43.8 42.9 43.8 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.57 0.84 0.000 0.00 46.4 40.5 39.0 40.5 0.95 1.14 1.10 1.00 0.60 1.13 1.89 0.57 0.83 0.000 0.00 45.9 39.5 38.6 39.5 0.95 1.14 1.10 1.00 0.60 1.10 1.85 0.58 0.83 0.000 0.00 48.7 41.0 41.1 41.0 0.95 1.14 1.10 1.00 0.60 1.24 2.00 0.58 0.84 0.000 0.00 49.2 41.3 41.6 41.3 0.95 1.14 1.10 1.00 0.60 1.26 2.00 0.58 0.85 0.000 0.00 44.9 44.2 45.3 44.2 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.59 0.88 0.000 0.00 49.1 47.5 49.6 47.5 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.59 0.90 0.000 0.00 50.9 49.2 51.4 49.2 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.59 0.92 0.000 0.00 51.7 50.1 52.3 50.1 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.60 0.92 0.000 0.00 51.5 50.2 52.3 50.2 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.60 0.93 0.000 0.00 51.6 50.3 52.4 50.3 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.61 0.93 0.000 0.00 51.7 50.7 52.5 50.7 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.61 0.94 0.000 0.00 51.2 50.5 52.1 50.5 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.61 0.94 0.000 0.00 48.9 48.3 49.8 48.3 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.62 0.93 0.000 0.00 45.8 45.9 46.7 45.9 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.62 0.92 0.000 0.00 44.9 44.9 45.9 44.9 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.62 0.91 0.000 0.00 42.7 42.1 43.8 42.1 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.63 0.90 0.000 0.00 41.7 41.6 42.8 41.6 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.63 0.90 0.000 0.00 43.9 43.5 45.1 43.5 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.63 0.92 0.000 0.00 49.2 48.0 50.5 48.0 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.64 0.95 0.000 0.00 50.0 48.8 51.3 48.8 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.64 0.96 0.000 0.00 50.5 49.9 51.9 49.9 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.64 0.97 0.000 0.00 50.2 50.4 51.7 50.4 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.65 0.97 0.000 0.00 50.5 51.2 52.0 51.2 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.65 0.97 0.000 0.00 50.7 51.3 52.3 51.3 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.66 0.98 0.000 0.00 51.4 51.5 53.1 51.5 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.66 0.99 0.000 0.00 52.6 51.9 54.4 51.9 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.66 1.00 0.000 0.00 53.6 53.0 55.5 53.0 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.67 1.01 0.000 0.00 53.6 52.4 55.6 52.4 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.67 1.01 0.000 0.00 52.5 51.8 54.6 51.8 0.94 1.14 1.10 1.00 0.61 1.30 2.00 0.67 1.01 0.000 0.00 52.1 52.4 54.1 52.4 0.94 1.14 1.09 1.00 0.61 1.30 2.00 0.68 1.01 0.000 0.00 50.9 50.8 53.0 50.8 0.94 1.14 1.09 1.00 0.61 1.30 2.00 0.68 1.01 0.000 0.00 51.0 50.5 53.2 50.5 0.94 1.14 1.09 1.00 0.62 1.30 2.00 0.69 1.01 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 24.30 24.20 24.40 24.32 24.50 24.45 24.60 24.59 24.80 24.70 24.90 24.83 25.00 24.97 25.10 25.08 25.30 25.21 25.30 25.31 25.50 25.43 25.60 25.56 25.80 25.68 25.90 25.82 26.00 25.94 26.20 26.09 26.30 26.22 26.40 26.34 26.60 26.48 26.70 26.61 26.80 26.73 26.90 26.86 27.10 26.99 27.20 27.11 27.30 27.24 27.40 27.39 27.60 27.52 27.70 27.65 27.80 27.78 28.00 27.91 28.10 28.03 28.30 28.17 28.40 28.32 28.50 28.45 28.60 28.58 28.80 28.71 28.90 28.86 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 51.5 50.3 53.8 50.3 0.94 1.14 1.08 1.00 0.62 1.30 2.00 0.69 1.02 0.000 0.00 50.9 49.0 53.2 49.0 0.94 1.14 1.08 1.00 0.62 1.30 2.00 0.69 1.02 0.000 0.00 49.9 48.3 52.2 48.3 0.94 1.14 1.08 1.00 0.62 1.30 2.00 0.70 1.02 0.000 0.00 45.0 44.4 47.1 44.4 0.94 1.14 1.08 1.00 0.62 1.30 2.00 0.70 0.99 0.000 0.00 43.2 43.0 45.3 43.0 0.94 1.14 1.07 1.00 0.62 1.30 2.00 0.70 0.98 0.000 0.00 39.8 39.9 41.7 39.9 0.94 1.14 1.07 1.00 0.63 1.19 1.90 0.71 0.96 0.000 0.00 39.1 38.9 40.9 38.9 0.94 1.14 1.07 1.00 0.63 1.15 1.83 0.71 0.96 0.000 0.00 42.8 42.1 45.0 42.1 0.94 1.14 1.07 1.00 0.63 1.30 2.00 0.71 0.99 0.000 0.00 46.0 44.8 48.4 44.8 0.94 1.14 1.07 1.00 0.63 1.30 2.00 0.72 1.01 0.000 0.00 47.0 45.7 49.5 45.7 0.94 1.14 1.06 1.00 0.63 1.30 2.00 0.72 1.02 0.000 0.00 47.9 47.4 50.5 47.4 0.94 1.14 1.06 1.00 0.63 1.30 2.00 0.72 1.03 0.000 0.00 48.2 47.9 50.9 47.9 0.94 1.14 1.06 1.00 0.64 1.30 2.00 0.73 1.04 0.000 0.00 49.6 49.5 52.4 49.5 0.94 1.14 1.06 1.00 0.64 1.30 2.00 0.73 1.05 0.000 0.00 51.6 51.5 54.6 51.5 0.94 1.14 1.05 1.00 0.64 1.30 2.00 0.73 1.07 0.000 0.00 55.1 54.5 58.4 54.5 0.94 1.14 1.05 1.00 0.64 1.30 2.00 0.74 1.09 0.000 0.00 52.0 52.2 55.1 52.2 0.94 1.14 1.05 1.00 0.64 1.30 2.00 0.74 1.08 0.000 0.00 52.1 52.1 55.3 52.1 0.94 1.14 1.05 1.00 0.64 1.30 2.00 0.75 1.08 0.000 0.00 51.8 51.9 55.1 51.9 0.94 1.14 1.04 1.00 0.65 1.30 2.00 0.75 1.08 0.000 0.00 51.9 52.5 55.3 52.5 0.94 1.14 1.04 1.00 0.65 1.30 2.00 0.75 1.09 0.000 0.00 51.5 52.1 54.8 52.1 0.94 1.14 1.04 1.00 0.65 1.30 2.00 0.76 1.09 0.000 0.00 51.3 51.9 54.7 51.9 0.94 1.14 1.04 1.00 0.65 1.30 2.00 0.76 1.09 0.000 0.00 51.7 52.8 55.2 52.8 0.94 1.14 1.03 1.00 0.65 1.30 1.99 0.76 1.10 0.000 0.00 61.9 53.2 55.1 53.2 0.94 1.14 1.03 1.00 0.65 1.30 1.99 0.77 1.10 0.000 0.00 60.8 52.9 54.2 52.9 0.94 1.14 1.03 1.00 0.66 1.30 1.98 0.77 1.10 0.000 0.00 59.1 51.8 52.7 51.8 0.94 1.14 1.03 1.00 0.66 1.30 1.98 0.77 1.09 0.000 0.00 59.3 52.3 53.0 52.3 0.94 1.14 1.02 1.00 0.66 1.30 1.97 0.78 1.10 0.000 0.00 57.8 51.4 51.7 51.4 0.94 1.14 1.02 1.00 0.66 1.30 1.97 0.78 1.10 0.000 0.00 57.7 51.3 51.6 51.3 0.94 1.14 1.02 1.00 0.66 1.30 1.96 0.79 1.10 0.000 0.00 57.8 51.4 51.9 51.4 0.94 1.14 1.02 1.00 0.66 1.30 1.96 0.79 1.10 0.000 0.00 57.1 50.8 51.2 50.8 0.93 1.14 1.01 1.00 0.67 1.30 1.95 0.79 1.10 0.000 0.00 55.5 49.5 49.9 49.5 0.93 1.14 1.01 1.00 0.67 1.30 1.95 0.80 1.10 0.000 0.00 52.0 46.2 46.8 46.2 0.93 1.14 1.01 1.00 0.67 1.30 1.94 0.80 1.08 0.000 0.00 49.1 43.4 44.0 43.4 0.93 1.14 1.01 1.00 0.67 1.25 1.87 0.81 1.07 0.000 0.00 47.3 41.1 42.4 41.1 0.93 1.14 1.01 1.00 0.67 1.17 1.74 0.81 1.06 0.000 0.00 47.2 40.2 42.3 40.2 0.93 1.14 1.00 1.00 0.67 1.17 1.73 0.81 1.06 0.000 0.00 39.4 40.0 42.4 40.0 0.93 1.14 1.00 1.00 0.67 1.17 1.73 0.82 1.07 0.000 0.00 44.0 37.6 39.2 37.6 0.93 1.14 1.00 1.00 0.68 1.02 1.51 0.82 1.05 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 29.00 29.00 29.20 29.11 29.30 29.24 29.40 29.36 29.50 29.48 29.70 29.62 29.80 29.78 30.00 29.90 30.10 30.01 30.20 30.13 30.30 30.27 30.50 30.42 30.60 30.55 30.70 30.68 30.90 30.81 31.00 30.94 31.10 31.05 31.30 31.19 31.40 31.33 31.50 31.46 31.70 31.60 31.80 31.73 31.90 31.86 32.00 31.99 32.20 32.12 32.30 32.24 32.50 32.37 32.60 32.52 32.70 32.64 32.90 32.78 33.00 32.92 33.10 33.04 33.20 33.15 33.30 33.27 33.50 33.40 33.60 33.53 33.80 33.70 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 44.3 37.9 39.5 37.9 0.93 1.14 1.00 1.00 0.68 1.03 1.52 0.82 1.06 0.000 0.00 48.2 41.2 43.4 41.2 0.93 1.14 1.00 1.00 0.68 1.21 1.78 0.83 1.08 0.000 0.00 50.6 43.8 45.9 43.8 0.93 1.14 0.99 1.00 0.68 1.30 1.91 0.83 1.10 0.000 0.00 50.4 44.7 45.7 44.7 0.93 1.14 0.99 1.00 0.68 1.30 1.90 0.83 1.11 0.000 0.00 49.3 44.4 44.7 44.4 0.93 1.14 0.99 1.00 0.68 1.26 1.85 0.84 1.10 0.000 0.00 46.2 42.1 41.6 42.1 0.93 1.14 0.99 1.00 0.69 1.12 1.63 0.84 1.09 0.000 0.00 42.3 38.6 37.6 38.6 0.93 1.14 0.99 1.00 0.69 0.94 1.37 0.85 1.06 0.000 0.00 41.4 37.6 36.7 37.6 0.93 1.14 0.98 1.00 0.69 0.90 1.30 0.85 1.06 0.000 0.00 39.6 36.0 34.9 36.0 0.93 1.14 0.98 1.00 0.69 0.81 1.18 0.85 1.05 0.153 0.27 38.8 35.1 34.0 35.1 0.93 1.14 0.98 1.00 0.69 0.78 1.13 0.85 1.05 0.429 0.33 35.7 32.6 30.8 32.6 0.93 1.14 0.98 1.00 0.69 0.63 0.92 0.86 1.03 2.024 0.64 31.5 29.1 26.2 29.5 0.93 1.14 0.98 1.00 0.69 0.46 0.66 0.86 0.99 6.362 1.42 27.0 25.4 21.3 26.5 0.93 1.14 0.98 1.00 0.69 0.34 0.49 0.86 0.95 10.962 1.79 27.6 21.7 15.9 23.5 0.92 1.14 0.98 1.00 0.69 0.24 0.35 0.87 0.90 13.050 2.05 22.2 19.5 11.8 23.0 0.92 1.14 0.98 1.00 0.69 0.19 0.28 0.87 0.82 15.068 2.28 25.2 19.1 9.9 27.0 0.92 1.14 0.98 1.00 0.69 0.22 2.00 0.87 0.77 24.6 17.7 7.7 31.7 0.92 1.14 0.98 1.00 0.69 0.25 2.00 0.87 0.71 25.0 16.1 6.2 8.5 0.92 1.02 0.99 1.00 0.77 1.30 2.00 0.88 2.69 24.1 15.6 6.0 8.0 0.92 1.02 0.99 1.00 0.76 1.30 2.00 0.88 2.59 23.4 19.4 12.6 21.5 0.92 1.14 0.97 1.00 0.69 0.19 2.00 0.88 0.86 27.1 25.3 21.5 26.0 0.92 1.14 0.97 1.00 0.69 0.33 0.48 0.89 0.98 11.100 1.80 32.7 29.6 27.7 29.6 0.92 1.14 0.96 1.00 0.70 0.49 0.71 0.89 1.03 5.170 1.23 35.1 31.8 30.4 31.8 0.91 1.14 0.96 1.00 0.70 0.61 0.87 0.89 1.06 2.511 0.75 36.8 33.6 32.2 33.6 0.91 1.14 0.96 1.00 0.70 0.68 0.98 0.89 1.08 1.397 0.53 39.3 35.8 34.9 35.8 0.91 1.14 0.96 1.00 0.70 0.80 1.14 0.90 1.10 0.264 0.31 42.0 38.3 37.9 38.3 0.91 1.14 0.95 1.00 0.70 0.93 1.32 0.90 1.12 0.000 0.00 47.2 43.0 43.3 43.0 0.91 1.14 0.95 1.00 0.70 1.16 1.65 0.90 1.16 0.000 0.00 50.5 45.9 46.8 45.9 0.91 1.14 0.95 1.00 0.71 1.30 1.84 0.90 1.19 0.000 0.00 53.1 48.3 49.3 48.3 0.91 1.14 0.94 1.00 0.71 1.30 1.84 0.91 1.21 0.000 0.00 54.2 48.8 50.3 48.8 0.91 1.14 0.94 1.00 0.71 1.30 1.84 0.91 1.22 0.000 0.00 54.1 47.6 50.3 47.6 0.91 1.14 0.94 1.00 0.71 1.30 1.83 0.91 1.22 0.000 0.00 51.5 45.5 48.0 45.5 0.91 1.14 0.94 1.00 0.71 1.30 1.83 0.92 1.21 0.000 0.00 50.7 44.8 47.2 44.8 0.90 1.14 0.94 1.00 0.71 1.30 1.83 0.92 1.21 0.000 0.00 47.6 49.5 53.2 49.5 0.90 1.14 0.94 1.00 0.71 1.30 1.83 0.92 1.25 0.000 0.00 52.7 54.3 59.1 54.3 0.90 1.14 0.93 1.00 0.71 1.30 1.83 0.92 1.29 0.000 0.00 53.6 55.7 60.1 55.7 0.90 1.14 0.93 1.00 0.71 1.30 1.82 0.93 1.30 0.000 0.00 64.9 56.9 60.7 56.9 0.90 1.14 0.93 1.00 0.71 1.30 1.82 0.93 1.31 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 33.90 33.83 34.00 33.95 34.10 34.08 34.30 34.21 34.40 34.34 34.60 34.48 34.70 34.61 34.80 34.72 35.00 34.87 35.10 35.02 35.20 35.15 35.30 35.26 35.50 35.40 35.60 35.55 35.70 35.67 35.80 35.78 36.00 35.91 36.10 36.06 36.30 36.19 36.40 36.32 36.50 36.46 36.60 36.58 36.80 36.72 36.90 36.87 37.00 36.98 37.20 37.11 37.40 37.27 37.50 37.42 37.60 37.55 37.80 37.71 37.90 37.84 38.00 37.95 38.20 38.10 38.30 38.23 38.40 38.34 38.50 38.48 38.70 38.61 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 64.0 56.4 59.9 56.4 0.90 1.14 0.93 1.00 0.71 1.30 1.82 0.93 1.31 0.000 0.00 63.4 56.2 59.4 56.2 0.90 1.14 0.93 1.00 0.71 1.30 1.82 0.94 1.31 0.000 0.00 63.0 56.4 59.1 56.4 0.90 1.14 0.92 1.00 0.72 1.30 1.82 0.94 1.31 0.000 0.00 61.0 55.1 57.3 55.1 0.90 1.14 0.92 1.00 0.72 1.30 1.81 0.94 1.31 0.000 0.00 59.8 54.4 56.2 54.4 0.89 1.14 0.92 1.00 0.72 1.30 1.81 0.94 1.30 0.000 0.00 58.8 54.0 55.2 54.0 0.89 1.14 0.92 1.00 0.72 1.30 1.81 0.95 1.30 0.000 0.00 58.9 54.3 55.3 54.7 0.89 1.14 0.92 1.00 0.72 1.30 1.81 0.95 1.30 0.000 0.00 58.7 54.7 55.0 56.2 0.89 1.14 0.92 1.00 0.72 1.30 1.81 0.95 1.30 0.000 0.00 72.8 55.2 54.5 58.0 0.89 1.14 0.91 1.00 0.72 1.30 1.81 0.96 1.30 0.000 0.00 71.8 54.8 53.8 58.0 0.89 1.14 0.91 1.00 0.72 1.30 1.80 0.96 1.30 0.000 0.00 71.3 54.5 53.4 58.0 0.89 1.14 0.91 1.00 0.72 1.30 1.80 0.96 1.30 0.000 0.00 73.1 56.3 54.8 60.4 0.89 1.14 0.91 1.00 0.72 1.30 1.80 0.96 1.32 0.000 0.00 63.5 59.3 59.8 61.0 0.89 1.14 0.91 1.00 0.72 1.30 1.80 0.97 1.36 0.000 0.00 65.2 60.9 61.5 62.5 0.88 1.14 0.90 1.00 0.72 1.30 1.80 0.97 1.37 0.000 0.00 74.1 56.5 55.8 59.9 0.88 1.14 0.90 1.00 0.72 1.30 1.80 0.97 1.34 0.000 0.00 62.6 58.1 59.2 59.2 0.88 1.14 0.90 1.00 0.72 1.30 1.79 0.98 1.36 0.000 0.00 64.1 58.7 60.9 58.3 0.88 1.14 0.90 1.00 0.73 1.30 1.79 0.98 1.38 0.000 0.00 65.5 59.7 62.3 59.7 0.88 1.14 0.90 1.00 0.73 1.30 1.79 0.98 1.39 0.000 0.00 66.3 60.7 63.0 60.3 0.88 1.14 0.89 1.00 0.73 1.30 1.79 0.98 1.40 0.000 0.00 66.0 61.0 62.7 61.6 0.88 1.14 0.89 1.00 0.73 1.30 1.79 0.99 1.40 0.000 0.00 67.1 62.2 63.7 63.2 0.88 1.14 0.89 1.00 0.73 1.30 1.79 0.99 1.41 0.000 0.00 70.4 64.4 67.2 63.8 0.88 1.14 0.89 1.00 0.73 1.30 1.78 0.99 1.44 0.000 0.00 77.7 68.5 74.2 68.5 0.88 1.14 0.89 1.00 0.73 1.30 1.78 0.99 1.48 0.000 0.00 75.0 66.5 71.7 66.5 0.87 1.14 0.89 1.00 0.73 1.30 1.78 1.00 1.47 0.000 0.00 62.2 64.9 71.5 64.9 0.87 1.14 0.88 1.00 0.73 1.30 1.78 1.00 1.47 0.000 0.00 62.9 63.1 72.3 63.1 0.87 1.14 0.88 1.00 0.73 1.30 1.78 1.00 1.48 0.000 0.00 70.3 69.7 81.0 69.7 0.87 1.14 0.88 1.00 0.73 1.30 1.78 1.01 1.54 0.000 0.00 81.8 79.3 94.3 79.3 0.87 1.14 0.88 1.00 0.73 1.30 1.78 1.01 1.61 0.000 0.00 83.9 81.2 96.7 81.2 0.87 1.14 0.88 1.00 0.73 1.30 1.77 1.01 1.63 0.000 0.00 83.9 81.9 96.8 81.9 0.87 1.14 0.88 1.00 0.73 1.30 1.77 1.01 1.63 0.000 0.00 81.9 77.7 94.6 77.7 0.87 1.14 0.87 1.00 0.73 1.30 1.77 1.02 1.63 0.000 0.00 71.4 70.2 82.6 70.2 0.87 1.14 0.87 1.00 0.73 1.30 1.77 1.02 1.57 0.000 0.00 60.7 61.5 70.3 61.5 0.86 1.14 0.87 1.00 0.74 1.30 1.77 1.02 1.50 0.000 0.00 52.9 55.1 61.3 55.1 0.86 1.14 0.87 1.00 0.74 1.30 1.77 1.02 1.45 0.000 0.00 52.1 47.2 50.3 47.2 0.86 1.14 0.87 1.00 0.73 1.30 1.77 1.03 1.37 0.000 0.00 49.9 47.0 47.8 49.1 0.86 1.14 0.87 1.00 0.73 1.30 1.77 1.03 1.36 0.000 0.00 59.5 56.0 57.2 58.3 0.86 1.14 0.87 1.00 0.74 1.30 1.76 1.03 1.43 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 38.80 38.74 38.90 38.87 39.10 39.01 39.20 39.14 39.30 39.27 39.50 39.40 39.60 39.53 39.70 39.66 39.80 39.78 40.00 39.92 40.10 40.06 40.30 40.19 40.40 40.31 40.50 40.42 40.60 40.56 40.80 40.70 40.90 40.84 41.00 40.96 41.20 41.08 41.30 41.23 41.40 41.37 41.50 41.49 41.70 41.61 41.80 41.74 41.90 41.88 42.10 42.01 42.20 42.14 42.40 42.29 42.50 42.42 42.60 42.56 42.80 42.70 42.90 42.81 43.00 42.92 43.10 43.05 43.30 43.19 43.40 43.34 43.60 43.51 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 75.8 58.4 58.2 62.8 0.86 1.14 0.86 1.00 0.74 1.30 1.76 1.03 1.44 0.000 0.00 84.5 52.3 48.6 60.9 0.86 1.14 0.86 1.00 0.74 1.30 1.76 1.04 1.36 0.000 0.00 78.5 49.8 44.6 59.8 0.86 1.14 0.86 1.00 0.74 1.30 1.76 1.04 1.33 0.000 0.00 238.3 51.2 46.1 61.5 0.86 1.14 0.86 1.00 0.74 1.30 1.76 1.04 1.34 0.000 0.00 94.4 57.4 54.6 65.4 0.85 1.14 0.86 1.00 0.74 1.30 1.76 1.05 1.42 0.000 0.00 79.9 62.5 61.5 68.4 0.85 1.14 0.86 1.00 0.74 1.30 1.76 1.05 1.48 0.000 0.00 83.0 64.3 64.0 69.5 0.85 1.14 0.85 1.00 0.74 1.30 1.76 1.05 1.50 0.000 0.00 84.7 65.2 65.3 70.0 0.85 1.14 0.85 1.00 0.74 1.30 1.75 1.05 1.51 0.000 0.00 85.2 65.6 65.8 70.4 0.85 1.14 0.85 1.00 0.74 1.30 1.75 1.06 1.52 0.000 0.00 86.1 66.3 66.5 71.4 0.85 1.14 0.85 1.00 0.74 1.30 1.75 1.06 1.53 0.000 0.00 86.8 67.1 67.1 72.4 0.85 1.14 0.85 1.00 0.74 1.30 1.75 1.06 1.54 0.000 0.00 87.4 67.4 67.7 72.5 0.85 1.14 0.85 1.00 0.74 1.30 1.75 1.06 1.54 0.000 0.00 88.3 67.8 68.4 72.6 0.85 1.14 0.84 1.00 0.74 1.30 1.75 1.07 1.55 0.000 0.00 85.1 66.5 65.9 72.7 0.85 1.14 0.84 1.00 0.74 1.30 1.75 1.07 1.54 0.000 0.00 333.4 66.2 64.9 73.5 0.84 1.14 0.84 1.00 0.74 1.30 1.75 1.07 1.53 0.000 0.00 330.9 66.2 64.5 74.2 0.84 1.14 0.84 1.00 0.74 1.30 1.75 1.07 1.53 0.000 0.00 316.0 64.1 61.8 72.9 0.84 1.14 0.84 1.00 0.74 1.30 1.75 1.08 1.52 0.000 0.00 300.5 61.6 58.9 70.8 0.84 1.14 0.84 1.00 0.75 1.30 1.74 1.08 1.50 0.000 0.00 281.4 58.2 55.3 67.3 0.84 1.14 0.84 1.00 0.75 1.30 1.74 1.08 1.47 0.000 0.00 269.6 55.9 53.2 64.9 0.84 1.14 0.83 1.00 0.75 1.30 1.74 1.08 1.46 0.000 0.00 90.7 55.2 53.1 63.0 0.84 1.14 0.83 1.00 0.75 1.30 1.74 1.09 1.47 0.000 0.00 69.3 55.5 54.0 62.6 0.84 1.14 0.83 1.00 0.75 1.30 1.74 1.09 1.48 0.000 0.00 71.6 56.9 55.8 63.7 0.84 1.14 0.83 1.00 0.75 1.30 1.74 1.09 1.50 0.000 0.00 70.9 56.6 55.3 63.6 0.83 1.14 0.83 1.00 0.75 1.30 1.74 1.09 1.50 0.000 0.00 86.2 53.1 50.6 61.5 0.83 1.14 0.83 1.00 0.75 1.30 1.74 1.10 1.46 0.000 0.00 74.5 47.8 42.6 58.4 0.83 1.14 0.83 1.00 0.75 1.30 1.74 1.10 1.40 0.000 0.00 68.1 44.5 38.1 55.6 0.83 1.14 0.83 1.00 0.74 1.30 1.75 1.10 1.36 0.000 0.00 66.8 43.6 37.1 54.3 0.83 1.14 0.83 1.00 0.74 1.30 1.75 1.10 1.36 0.000 0.00 64.4 42.3 35.5 53.3 0.83 1.14 0.83 1.00 0.74 1.28 1.73 1.11 1.35 0.000 0.00 55.1 36.1 29.0 44.4 0.83 1.14 0.84 1.00 0.73 0.91 1.24 1.11 1.29 0.000 0.22 50.7 34.4 26.0 44.9 0.83 1.14 0.84 1.00 0.73 0.87 1.19 1.11 1.26 0.000 0.27 47.9 33.1 24.0 44.3 0.83 1.14 0.84 1.00 0.73 0.82 1.13 1.11 1.24 0.097 0.34 46.5 32.2 23.0 43.3 0.82 1.14 0.84 1.00 0.73 0.78 1.07 1.11 1.23 0.459 0.42 45.6 31.4 22.4 41.6 0.82 1.14 0.84 1.00 0.73 0.71 0.98 1.12 1.22 1.129 0.56 44.6 30.5 21.9 39.6 0.82 1.14 0.84 1.00 0.73 0.64 0.89 1.12 1.22 2.051 0.77 44.3 30.1 21.7 38.5 0.82 1.14 0.84 1.00 0.73 0.61 0.84 1.12 1.23 2.621 0.90 44.3 30.0 21.6 38.3 0.82 1.14 0.84 1.00 0.73 0.60 0.83 1.12 1.23 2.797 0.94 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 43.70 43.65 43.80 43.75 43.90 43.86 44.10 44.01 44.30 44.19 44.40 44.34 44.50 44.45 44.60 44.57 44.80 44.71 44.90 44.84 45.00 44.96 45.20 45.10 45.30 45.21 45.40 45.32 45.50 45.43 45.60 45.55 45.70 45.68 45.90 45.80 46.00 45.93 46.10 46.07 46.30 46.20 46.40 46.33 46.60 46.48 46.70 46.63 46.80 46.74 46.90 46.86 47.10 47.01 47.20 47.16 47.30 47.27 47.40 47.38 47.60 47.54 47.80 47.69 47.90 47.84 48.10 48.03 48.20 48.18 48.30 48.27 48.40 48.37 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 43.8 29.9 21.3 38.3 0.82 1.14 0.84 1.00 0.73 0.60 0.82 1.13 1.23 2.839 0.96 43.6 30.1 21.1 39.6 0.82 1.14 0.84 1.00 0.73 0.63 0.87 1.13 1.23 2.240 0.82 43.8 30.6 21.2 41.4 0.82 1.14 0.84 1.00 0.73 0.69 0.95 1.13 1.23 1.429 0.64 46.2 31.7 22.9 41.7 0.82 1.14 0.83 1.00 0.73 0.73 1.00 1.13 1.25 0.994 0.54 46.3 32.0 23.0 42.5 0.81 1.14 0.83 1.00 0.73 0.75 1.03 1.13 1.26 0.731 0.48 51.3 31.0 20.7 44.7 0.81 1.14 0.83 1.00 0.73 0.78 1.07 1.14 1.23 0.421 0.42 51.1 31.2 20.5 46.1 0.81 1.14 0.83 1.00 0.73 0.82 1.12 1.14 1.22 0.119 0.35 54.1 32.4 22.3 46.3 0.81 1.14 0.82 1.00 0.73 0.86 1.17 1.14 1.25 0.000 0.30 56.9 33.6 24.0 46.6 0.81 1.14 0.82 1.00 0.73 0.89 1.22 1.14 1.28 0.000 0.25 50.7 34.7 26.0 46.0 0.81 1.14 0.82 1.00 0.74 0.91 1.23 1.14 1.31 0.000 0.23 55.2 36.6 29.3 46.2 0.81 1.14 0.82 1.00 0.74 0.96 1.31 1.15 1.35 0.000 0.18 61.4 39.1 33.8 46.5 0.81 1.14 0.81 1.00 0.74 1.05 1.41 1.15 1.40 0.000 0.00 51.9 42.5 39.2 48.9 0.81 1.14 0.81 1.00 0.75 1.20 1.61 1.15 1.46 0.000 0.00 56.1 45.9 43.4 53.0 0.81 1.14 0.80 1.00 0.75 1.30 1.73 1.15 1.49 0.000 0.00 74.6 46.6 43.6 54.6 0.80 1.14 0.80 1.00 0.75 1.30 1.73 1.15 1.49 0.000 0.00 76.1 47.9 44.6 56.9 0.80 1.14 0.79 1.00 0.75 1.30 1.73 1.16 1.50 0.000 0.00 79.1 49.7 46.9 59.0 0.80 1.14 0.79 1.00 0.76 1.30 1.72 1.16 1.52 0.000 0.00 249.6 52.7 50.4 62.2 0.80 1.14 0.79 1.00 0.76 1.30 1.72 1.16 1.56 0.000 0.00 261.6 54.8 53.0 64.3 0.80 1.14 0.79 1.00 0.76 1.30 1.72 1.16 1.58 0.000 0.00 256.3 54.1 51.9 63.9 0.80 1.14 0.79 1.00 0.76 1.30 1.72 1.16 1.57 0.000 0.00 235.7 50.9 47.5 61.6 0.80 1.14 0.79 1.00 0.76 1.30 1.72 1.17 1.54 0.000 0.00 214.5 47.3 42.4 58.7 0.80 1.14 0.79 1.00 0.75 1.30 1.72 1.17 1.50 0.000 0.00 204.2 45.4 39.9 56.7 0.80 1.14 0.79 1.00 0.75 1.30 1.73 1.17 1.48 0.000 0.00 198.6 44.4 38.6 55.7 0.79 1.14 0.79 1.00 0.75 1.30 1.73 1.17 1.48 0.000 0.00 67.1 43.8 38.1 54.7 0.79 1.14 0.79 1.00 0.75 1.30 1.73 1.18 1.47 0.000 0.00 66.6 43.4 37.8 53.9 0.79 1.14 0.79 1.00 0.75 1.30 1.74 1.18 1.48 0.000 0.00 69.6 44.9 40.0 55.2 0.79 1.14 0.79 1.00 0.75 1.30 1.73 1.18 1.50 0.000 0.00 224.5 48.7 45.0 59.1 0.79 1.14 0.78 1.00 0.76 1.30 1.72 1.18 1.55 0.000 0.00 251.6 53.9 51.3 64.9 0.79 1.14 0.78 1.00 0.76 1.30 1.71 1.18 1.60 0.000 0.00 286.0 60.9 58.4 73.4 0.79 1.14 0.78 1.00 0.76 1.30 1.71 1.19 1.66 0.000 0.00 324.1 67.8 65.9 80.2 0.79 1.14 0.77 1.00 0.76 1.30 1.71 1.19 1.73 0.000 0.00 311.2 65.5 63.4 78.1 0.79 1.14 0.77 1.00 0.76 1.30 1.71 1.19 1.71 0.000 0.00 273.9 57.9 56.1 69.0 0.78 1.14 0.77 1.00 0.76 1.30 1.71 1.19 1.66 0.000 0.00 248.2 52.1 50.7 61.0 0.78 1.14 0.77 1.00 0.76 1.30 1.71 1.20 1.62 0.000 0.00 242.8 51.3 49.6 60.5 0.78 1.14 0.77 1.00 0.76 1.30 1.71 1.20 1.61 0.000 0.00 242.7 51.3 49.6 60.5 0.78 1.14 0.77 1.00 0.76 1.30 1.71 1.20 1.62 0.000 0.00 247.3 52.0 50.6 61.1 0.78 1.14 0.77 1.00 0.76 1.30 1.71 1.20 1.63 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 48.60 48.50 48.70 48.62 48.80 48.76 49.00 48.89 49.10 49.02 49.20 49.15 49.40 49.28 49.50 49.42 49.60 49.56 49.70 49.69 49.90 49.81 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 273.3 57.5 56.1 68.0 0.78 1.14 0.76 1.00 0.76 1.30 1.71 1.20 1.68 0.000 0.00 308.5 63.2 63.0 72.6 0.78 1.14 0.76 1.00 0.76 1.30 1.71 1.20 1.74 0.000 0.00 65.2 60.1 66.7 60.6 0.78 1.14 0.76 1.00 0.76 1.30 1.71 1.21 1.79 0.000 0.00 89.9 67.6 73.4 70.2 0.78 1.14 0.76 1.00 0.76 1.30 1.71 1.21 1.84 0.000 0.00 84.6 75.6 87.0 75.6 0.78 1.14 0.76 1.00 0.76 1.30 1.71 1.21 1.93 0.000 0.00 76.8 47.8 46.2 55.9 0.77 1.14 0.76 1.00 0.76 1.30 1.72 1.21 1.61 0.000 0.00 56.8 33.8 23.9 48.0 0.77 1.14 0.78 1.00 0.73 0.93 1.27 1.21 1.39 0.000 0.20 37.5 23.5 7.9 11.2 0.77 1.02 0.90 1.00 0.72 1.30 2.00 1.22 5.44 38.6 16.2 6.0 6.5 0.77 1.02 0.96 1.00 0.67 1.30 2.00 1.22 3.01 23.5 12.4 5.8 4.0 0.77 1.02 0.99 1.00 0.65 1.30 1.22 1.84 20.3 12.1 5.7 3.7 0.77 1.02 0.99 1.00 0.65 1.30 1.22 1.59 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 0.30 0.14 0.40 0.35 0.50 0.47 0.70 0.59 0.80 0.73 0.90 0.87 1.10 1.01 1.20 1.14 1.30 1.27 1.40 1.39 1.60 1.54 1.70 1.67 1.90 1.79 2.00 1.93 2.10 2.06 2.30 2.19 2.40 2.33 2.50 2.46 2.70 2.59 2.80 2.73 2.90 2.86 3.10 2.98 3.20 3.14 3.40 3.30 3.50 3.42 3.60 3.53 3.80 3.67 3.90 3.82 3.90 3.92 4.10 4.01 4.20 4.15 4.40 4.29 4.50 4.41 4.60 4.54 4.70 4.67 4.90 4.81 5.00 4.95 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 2.58 0.00 0.00 1.63 93.67 49.77 2.8 0.00 2.58 0.001 0.87 0.00 0.00 1.63 35.70 200.23 18.20 24.05 21.0 0.00 2.58 0.002 0.86 0.00 0.00 1.63 29.87 203.47 24.37 21.58 34.2 0.00 2.58 0.002 0.84 0.00 0.00 1.63 25.80 204.29 25.28 19.84 38.9 0.00 2.58 0.003 0.82 0.00 0.00 1.63 21.29 204.75 25.49 17.86 43.4 0.00 2.58 0.003 0.81 0.01 0.00 1.63 13.07 206.51 27.07 14.00 57.3 0.00 2.58 0.004 0.78 0.01 0.00 1.63 13.77 205.17 25.13 14.35 52.4 0.00 2.58 0.005 0.77 0.01 0.00 1.63 13.25 205.35 25.60 14.09 54.8 0.00 2.58 0.006 0.76 0.01 0.00 1.63 12.62 205.71 26.35 13.77 58.1 0.00 2.58 0.006 0.75 0.01 0.00 1.63 9.50 207.65 28.74 12.09 70.0 0.00 2.58 0.007 0.74 0.01 0.00 1.63 9.55 208.01 29.75 12.12 73.3 0.00 2.58 0.007 0.73 0.01 0.00 1.63 10.57 207.59 29.82 12.69 72.2 0.00 2.58 0.008 0.72 0.01 0.00 1.63 12.25 206.98 29.66 13.57 69.2 0.00 2.58 0.009 0.70 0.01 0.00 1.63 13.72 206.27 29.17 14.32 66.1 0.00 2.58 0.010 0.69 0.01 0.00 1.63 15.56 205.34 28.28 15.23 61.6 0.00 2.58 0.011 0.67 0.02 0.00 1.63 16.38 204.40 27.10 15.62 58.1 0.00 2.58 0.012 0.65 0.02 0.00 1.63 16.19 203.82 26.33 15.53 57.1 0.00 2.57 0.013 0.64 0.02 0.00 1.63 16.13 203.51 26.07 15.50 57.0 0.00 2.57 0.014 0.63 0.02 0.00 1.63 16.40 203.18 25.82 15.63 56.6 0.00 2.57 0.015 0.61 0.03 0.00 1.63 18.02 202.22 24.78 16.38 52.4 0.00 2.57 0.017 0.59 0.03 0.00 1.63 19.39 201.23 23.59 17.01 48.3 0.01 2.56 0.019 0.57 0.04 0.00 1.63 20.53 199.95 21.78 17.53 43.2 0.01 2.55 0.022 0.54 0.05 0.00 1.63 22.39 198.35 19.49 18.35 36.5 0.11 2.44 0.025 0.51 0.07 0.00 1.63 26.15 196.90 17.58 19.99 29.7 0.07 2.37 0.028 0.49 0.08 0.00 1.63 31.44 195.78 16.21 22.24 24.1 0.07 2.30 0.033 0.45 0.11 0.00 1.62 33.86 195.31 14.11 23.27 18.9 0.14 2.16 0.077 0.26 0.66 0.02 1.61 2.64 174.65 6.45 23.63 15.8 0.05 2.12 0.042 0.40 0.11 0.00 1.61 41.03 193.28 12.05 26.33 13.9 0.00 2.12 0.045 0.38 0.12 0.00 1.61 45.76 191.81 11.45 28.41 12.4 0.10 2.02 0.042 0.40 0.11 0.00 1.60 36.71 194.17 13.06 24.48 16.5 0.07 1.95 0.041 0.41 0.14 0.00 1.60 33.73 194.43 14.12 23.21 19.6 0.14 1.82 0.043 0.40 0.14 0.00 1.60 30.56 194.56 14.38 21.87 21.6 0.07 1.75 0.045 0.40 0.15 0.00 1.60 31.08 194.37 14.45 22.09 21.7 0.07 1.68 0.047 0.39 0.16 0.00 1.60 31.22 194.20 14.44 22.15 21.8 0.07 1.61 0.050 0.37 0.17 0.00 1.59 30.95 194.07 14.34 22.03 21.8 0.14 1.48 0.053 0.37 0.17 0.00 1.59 30.02 194.00 14.53 21.64 22.9 0.07 1.41 0.055 0.36 0.18 0.00 1.59 28.55 193.99 14.72 21.01 24.2 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 5.10 5.05 5.20 5.16 5.30 5.28 5.50 5.43 5.60 5.57 5.80 5.70 5.90 5.85 6.00 5.95 6.10 6.05 6.30 6.19 6.40 6.35 6.50 6.48 6.70 6.60 6.80 6.73 6.90 6.85 7.00 6.98 7.20 7.11 7.30 7.25 7.50 7.39 7.60 7.52 7.70 7.64 7.90 7.79 8.00 7.94 8.10 8.04 8.20 8.14 8.40 8.29 8.50 8.44 8.60 8.56 8.70 8.68 8.90 8.82 9.00 8.94 9.20 9.08 9.30 9.22 9.40 9.33 9.40 9.42 9.60 9.53 9.70 9.66 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.04 1.37 31.560 4.29 0.05 1.54 27.50 194.03 14.95 20.57 25.4 0.04 1.33 29.929 4.15 0.05 1.49 26.82 194.14 15.36 20.27 26.9 0.04 1.29 27.908 3.97 0.05 1.44 27.05 194.23 15.91 20.37 28.2 0.07 1.22 26.613 3.86 0.09 1.35 26.59 194.34 16.29 20.17 29.5 0.04 1.18 27.738 3.96 0.05 1.30 23.17 194.33 15.88 18.70 31.0 0.08 1.10 28.345 4.01 0.10 1.20 2.98 183.55 10.98 17.27 32.6 0.04 1.06 26.700 3.86 0.05 1.16 22.31 194.35 16.11 18.32 32.5 0.04 1.03 25.928 3.80 0.05 1.11 23.83 194.32 16.38 18.98 32.1 0.03 0.99 23.802 3.60 0.04 1.07 23.30 194.68 17.14 18.75 34.6 0.07 0.93 21.932 3.43 0.08 0.98 23.12 195.01 17.88 18.67 36.8 0.03 0.90 19.675 3.23 0.04 0.95 25.01 195.32 18.85 19.50 38.0 0.03 0.87 18.390 3.12 0.04 0.91 29.99 195.04 19.17 21.62 35.3 0.04 0.82 18.706 2.23 0.05 0.86 37.11 193.51 18.03 24.65 29.2 0.02 0.80 20.260 2.37 0.03 0.83 35.56 193.65 17.68 23.99 28.8 0.03 0.77 20.724 3.33 0.04 0.79 28.62 194.29 18.03 21.04 33.7 0.03 0.74 18.734 3.15 0.04 0.75 20.68 195.48 19.04 17.59 43.1 0.06 0.68 17.284 3.01 0.07 0.68 15.99 195.87 19.32 15.43 50.0 0.03 0.65 15.584 2.85 0.03 0.64 12.90 196.32 19.76 13.91 56.7 0.05 0.60 13.940 2.66 0.06 0.58 10.88 197.14 20.70 12.85 64.0 0.02 0.58 12.990 2.52 0.03 0.55 10.06 197.96 21.73 12.41 69.4 0.02 0.55 13.073 2.53 0.03 0.52 2.94 196.79 20.48 11.54 71.1 0.05 0.50 13.262 2.56 0.06 0.46 2.01 198.80 20.38 9.85 73.6 0.02 0.48 12.148 2.39 0.03 0.43 2.22 199.99 22.02 9.72 80.0 0.02 0.46 13.009 2.52 0.03 0.40 2.73 197.13 20.52 11.10 72.6 0.02 0.44 7.719 2.00 0.02 0.37 2.76 200.65 23.89 10.11 86.5 0.03 0.41 5.269 1.47 0.04 0.34 6.26 201.99 25.84 10.15 93.2 0.01 0.40 3.865 1.06 0.01 0.33 6.08 202.81 26.96 10.04 98.0 0.01 0.39 2.486 0.62 0.01 0.32 5.59 203.97 28.30 9.72 104.2 0.00 0.39 1.054 0.25 0.00 0.32 5.11 205.56 30.37 9.39 113.2 0.00 0.39 0.143 0.11 0.00 0.31 4.54 207.52 33.04 9.00 124.9 0.00 0.39 0.000 0.00 0.00 0.31 3.84 209.93 36.39 8.51 139.6 0.00 0.39 0.000 0.00 0.00 0.31 3.65 211.80 39.67 8.37 153.3 0.00 0.39 0.000 0.00 0.00 0.31 3.61 212.66 41.19 8.34 159.9 0.00 0.39 0.000 0.00 0.00 0.31 3.40 213.72 42.23 8.19 165.0 0.00 0.39 0.000 0.00 0.00 0.31 3.05 214.50 42.62 7.93 168.0 0.00 0.39 0.000 0.00 0.00 0.31 2.08 216.56 44.42 7.20 178.7 0.00 0.39 0.000 0.00 0.00 0.31 2.85 217.81 45.37 6.89 184.6 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 9.80 9.75 9.90 9.84 10.10 10.01 10.20 10.19 10.40 10.30 10.50 10.45 10.60 10.58 10.70 10.68 10.90 10.81 11.00 10.94 11.10 11.06 11.20 11.18 11.40 11.32 11.50 11.45 11.60 11.57 11.90 11.78 12.00 11.98 12.10 12.08 12.30 12.20 12.40 12.31 12.50 12.41 12.60 12.52 12.70 12.63 12.80 12.73 12.90 12.82 13.00 12.95 13.10 13.08 13.30 13.20 13.40 13.33 13.50 13.46 13.70 13.60 13.80 13.74 13.90 13.87 14.00 13.97 14.10 14.08 14.30 14.21 14.40 14.35 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.39 0.000 0.00 0.00 0.31 2.34 219.40 45.82 6.06 190.9 0.00 0.39 0.000 0.00 0.00 0.31 0.00 221.73 44.39 4.55 193.5 0.00 0.39 0.000 0.00 0.00 0.31 0.00 222.92 45.60 4.47 200.1 0.00 0.39 0.000 0.00 0.00 0.31 0.00 222.31 43.86 4.69 192.2 0.00 0.39 0.000 0.00 0.00 0.31 0.00 223.67 46.04 4.63 202.6 0.00 0.39 0.000 0.00 0.00 0.31 0.00 225.35 49.46 4.71 218.0 0.00 0.39 0.000 0.00 0.00 0.31 0.00 225.34 50.62 5.24 220.6 0.00 0.39 0.000 0.00 0.00 0.31 2.50 225.19 51.69 5.86 222.1 0.00 0.39 0.000 0.00 0.00 0.31 2.78 225.22 51.98 6.25 221.9 0.00 0.39 0.000 0.00 0.00 0.31 2.83 225.30 51.51 6.37 220.1 0.00 0.39 0.000 0.00 0.00 0.31 2.72 225.48 50.76 6.27 218.1 0.00 0.39 0.000 0.00 0.00 0.31 2.76 225.21 49.68 6.42 213.4 0.00 0.39 0.000 0.00 0.00 0.31 2.26 224.78 50.16 7.34 211.5 0.00 0.39 0.000 0.00 0.00 0.31 3.79 224.34 50.79 8.48 209.3 0.00 0.39 0.000 0.00 0.00 0.31 5.28 224.21 51.54 9.51 207.9 0.00 0.39 0.000 0.00 0.00 0.31 7.86 223.56 50.91 11.15 196.7 0.00 0.39 0.000 0.00 0.00 0.31 8.17 223.72 50.07 11.33 193.4 0.00 0.39 0.000 0.00 0.00 0.31 8.01 223.64 49.13 11.23 191.0 0.00 0.39 0.000 0.00 0.00 0.31 7.72 224.07 49.05 11.06 192.5 0.00 0.39 0.000 0.00 0.00 0.31 7.13 225.41 50.67 10.70 201.9 0.00 0.39 0.000 0.00 0.00 0.31 6.10 227.93 54.50 10.05 222.1 0.00 0.39 0.000 0.00 0.00 0.31 4.49 229.88 56.35 8.97 237.2 0.00 0.39 0.000 0.00 0.00 0.31 4.97 231.08 58.96 9.30 247.2 0.00 0.39 0.000 0.00 0.00 0.31 5.51 231.95 60.83 9.66 253.0 0.00 0.39 0.000 0.00 0.00 0.31 7.23 230.64 58.81 10.77 237.5 0.00 0.39 0.000 0.00 0.00 0.31 7.44 231.59 60.11 10.89 242.8 0.00 0.39 0.000 0.00 0.00 0.31 7.88 231.73 59.81 11.16 240.5 0.00 0.39 0.000 0.00 0.00 0.31 8.29 231.64 58.98 11.40 236.0 0.00 0.39 0.000 0.00 0.00 0.31 8.58 231.52 57.95 11.57 231.4 0.00 0.39 0.000 0.00 0.00 0.31 8.76 231.40 56.86 11.67 227.1 0.00 0.39 0.000 0.00 0.00 0.31 8.91 231.30 55.77 11.76 223.0 0.00 0.39 0.000 0.00 0.00 0.31 8.19 231.18 54.15 11.34 220.5 0.00 0.39 0.000 0.00 0.00 0.31 6.76 231.36 52.65 10.47 221.4 0.00 0.39 0.000 0.00 0.00 0.31 5.09 232.27 52.36 9.38 227.7 0.00 0.39 0.000 0.00 0.00 0.31 2.48 234.44 52.55 7.50 239.6 0.00 0.39 0.000 0.00 0.00 0.31 2.87 235.96 52.32 6.43 245.8 0.00 0.39 0.000 0.00 0.00 0.31 2.79 236.79 52.88 6.28 250.4 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 14.60 14.50 14.70 14.65 14.80 14.75 14.90 14.85 15.10 14.99 15.20 15.12 15.30 15.24 15.40 15.38 15.60 15.51 15.70 15.65 15.80 15.76 16.00 15.90 16.10 16.03 16.20 16.15 16.30 16.29 16.50 16.43 16.70 16.61 16.80 16.76 17.00 16.89 17.10 17.02 17.20 17.14 17.30 17.27 17.50 17.40 17.60 17.55 17.80 17.69 17.90 17.82 18.00 17.94 18.10 18.06 18.30 18.19 18.40 18.33 18.50 18.45 18.70 18.59 18.80 18.74 19.00 18.88 19.10 19.00 19.20 19.11 19.30 19.24 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.39 0.000 0.00 0.00 0.31 2.48 237.66 52.55 5.84 252.7 0.00 0.39 0.000 0.00 0.00 0.31 2.49 237.85 52.23 5.88 251.8 0.00 0.39 0.000 0.00 0.00 0.31 2.63 237.76 52.13 6.10 250.6 0.00 0.39 0.000 0.00 0.00 0.31 2.77 237.68 52.01 6.32 249.2 0.00 0.39 0.000 0.00 0.00 0.31 2.65 238.21 51.89 6.15 250.6 0.00 0.39 0.000 0.00 0.00 0.31 2.44 238.78 51.49 5.86 251.4 0.00 0.39 0.000 0.00 0.00 0.31 2.58 238.65 51.26 6.09 249.6 0.00 0.39 0.000 0.00 0.00 0.31 2.83 238.71 51.63 6.44 250.0 0.00 0.39 0.000 0.00 0.00 0.31 2.87 239.11 51.91 6.48 252.0 0.00 0.39 0.000 0.00 0.00 0.31 2.84 239.83 52.47 6.40 256.1 0.00 0.39 0.000 0.00 0.00 0.31 2.81 240.79 53.60 6.26 263.3 0.00 0.39 0.000 0.00 0.00 0.31 2.77 241.80 54.67 6.13 270.5 0.00 0.39 0.000 0.00 0.00 0.31 2.57 242.79 55.16 5.80 276.2 0.00 0.39 0.000 0.00 0.00 0.31 0.00 244.01 55.61 5.32 283.0 0.00 0.39 0.000 0.00 0.00 0.31 0.00 244.31 55.53 5.33 283.5 0.00 0.39 0.000 0.00 0.00 0.31 0.00 244.42 55.28 5.41 282.6 0.00 0.39 0.000 0.00 0.00 0.31 0.00 245.36 55.46 5.14 286.9 0.00 0.39 0.000 0.00 0.00 0.31 0.00 245.59 54.10 4.89 283.0 0.00 0.39 0.000 0.00 0.00 0.31 0.00 245.53 53.76 5.02 281.0 0.00 0.39 0.000 0.00 0.00 0.31 0.00 245.08 52.82 5.22 275.4 0.00 0.39 0.000 0.00 0.00 0.31 0.00 245.32 53.30 5.38 277.5 0.00 0.39 0.000 0.00 0.00 0.31 0.00 245.67 53.67 5.44 279.8 0.00 0.39 0.000 0.00 0.00 0.31 0.00 246.58 54.01 5.17 284.7 0.00 0.39 0.000 0.00 0.00 0.31 0.00 246.73 53.77 5.22 284.0 0.00 0.39 0.000 0.00 0.00 0.31 0.00 246.95 53.61 5.24 284.0 0.00 0.39 0.000 0.00 0.00 0.31 0.00 247.45 52.71 4.91 282.8 0.00 0.39 0.000 0.00 0.00 0.31 0.00 247.79 52.01 4.71 281.4 0.00 0.39 0.000 0.00 0.00 0.31 0.00 248.11 51.88 4.66 281.9 0.00 0.39 0.000 0.00 0.00 0.31 0.00 248.09 51.45 4.72 279.9 0.00 0.39 0.000 0.00 0.00 0.31 0.00 247.52 51.42 5.18 277.0 0.00 0.39 0.000 0.00 0.00 0.31 2.40 246.63 51.26 5.84 271.9 0.00 0.39 0.000 0.00 0.00 0.31 2.57 246.27 50.76 6.14 268.1 0.00 0.39 0.000 0.00 0.00 0.31 2.64 246.32 50.54 6.26 267.0 0.00 0.39 0.000 0.00 0.00 0.31 2.59 246.32 49.84 6.25 264.2 0.00 0.39 0.000 0.00 0.00 0.31 2.46 246.25 48.81 6.14 260.3 0.00 0.39 0.000 0.00 0.00 0.31 2.23 246.46 47.82 5.85 257.6 0.00 0.39 0.000 0.00 0.00 0.31 2.10 246.62 47.10 5.71 255.4 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 19.50 19.38 19.60 19.52 19.70 19.65 19.90 19.79 20.00 19.92 20.10 20.05 20.20 20.17 20.40 20.30 20.50 20.42 20.60 20.55 20.80 20.69 20.90 20.82 21.00 20.94 21.20 21.11 21.30 21.25 21.40 21.36 21.50 21.49 21.70 21.62 21.80 21.75 21.90 21.83 22.00 21.94 22.10 22.08 22.30 22.21 22.40 22.34 22.50 22.46 22.70 22.58 22.80 22.73 22.90 22.87 23.10 23.00 23.20 23.13 23.30 23.27 23.40 23.38 23.60 23.53 23.70 23.66 23.80 23.76 24.00 23.91 24.10 24.05 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.39 0.000 0.00 0.00 0.31 2.08 246.00 45.56 5.81 247.2 0.00 0.39 0.000 0.00 0.00 0.31 2.13 245.55 44.64 5.98 241.9 0.00 0.39 0.000 0.00 0.00 0.31 2.05 245.24 46.88 7.17 247.2 0.00 0.39 0.000 0.00 0.00 0.31 2.18 245.73 47.53 7.28 250.8 0.00 0.39 0.000 0.00 0.00 0.31 2.91 243.63 43.21 7.35 228.3 0.00 0.39 0.000 0.00 0.00 0.31 3.21 241.25 39.97 8.04 208.3 0.00 0.39 0.000 0.00 0.00 0.31 2.64 241.70 38.97 7.43 206.6 0.00 0.39 0.000 0.00 0.00 0.31 2.18 244.13 40.41 6.50 219.9 0.00 0.39 0.000 0.00 0.00 0.31 2.14 244.71 40.74 6.40 222.9 0.00 0.39 0.000 0.00 0.00 0.31 0.00 247.88 43.55 5.53 244.4 0.00 0.39 0.000 0.00 0.00 0.31 0.00 250.93 46.84 4.91 268.4 0.00 0.39 0.000 0.00 0.00 0.31 0.00 251.92 48.49 4.91 278.5 0.00 0.39 0.000 0.00 0.00 0.31 0.00 252.29 49.44 5.06 283.5 0.00 0.39 0.000 0.00 0.00 0.31 0.00 252.45 49.43 5.15 283.8 0.00 0.39 0.000 0.00 0.00 0.31 0.00 252.70 49.60 5.20 285.2 0.00 0.39 0.000 0.00 0.00 0.31 0.00 252.68 49.91 5.42 286.0 0.00 0.39 0.000 0.00 0.00 0.31 0.00 252.54 49.72 5.60 284.3 0.00 0.39 0.000 0.00 0.00 0.31 2.12 251.61 47.54 5.68 272.0 0.00 0.39 0.000 0.00 0.00 0.31 2.34 249.79 45.23 6.26 255.7 0.00 0.39 0.000 0.00 0.00 0.31 2.21 249.62 44.23 6.14 251.2 0.00 0.39 0.000 0.00 0.00 0.31 0.00 249.33 41.46 5.61 239.4 0.00 0.39 0.000 0.00 0.00 0.31 1.93 248.59 40.90 6.01 234.3 0.00 0.39 0.000 0.00 0.00 0.31 1.93 250.18 42.82 5.79 247.4 0.00 0.39 0.000 0.00 0.00 0.31 0.00 253.60 47.20 5.23 277.7 0.00 0.39 0.000 0.00 0.00 0.31 0.00 254.10 48.01 5.29 282.7 0.00 0.39 0.000 0.00 0.00 0.31 2.20 254.12 49.03 5.68 286.4 0.00 0.39 0.000 0.00 0.00 0.31 2.61 253.70 49.50 6.28 285.5 0.00 0.39 0.000 0.00 0.00 0.31 2.95 253.75 50.31 6.71 287.9 0.00 0.39 0.000 0.00 0.00 0.31 2.88 254.17 50.36 6.61 289.8 0.00 0.39 0.000 0.00 0.00 0.31 2.63 255.05 50.56 6.22 294.6 0.00 0.39 0.000 0.00 0.00 0.31 2.29 256.37 50.98 5.67 302.4 0.00 0.39 0.000 0.00 0.00 0.31 2.40 256.97 52.08 5.75 309.0 0.00 0.39 0.000 0.00 0.00 0.31 0.00 257.64 51.45 5.34 309.7 0.00 0.39 0.000 0.00 0.00 0.31 2.29 257.05 50.87 5.66 304.4 0.00 0.39 0.000 0.00 0.00 0.31 2.79 256.41 51.39 6.38 302.4 0.00 0.39 0.000 0.00 0.00 0.31 2.52 256.33 49.84 6.10 296.3 0.00 0.39 0.000 0.00 0.00 0.31 2.30 256.92 49.53 5.79 297.8 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 24.30 24.20 24.40 24.32 24.50 24.45 24.60 24.59 24.80 24.70 24.90 24.83 25.00 24.97 25.10 25.08 25.30 25.21 25.30 25.31 25.50 25.43 25.60 25.56 25.80 25.68 25.90 25.82 26.00 25.94 26.20 26.09 26.30 26.22 26.40 26.34 26.60 26.48 26.70 26.61 26.80 26.73 26.90 26.86 27.10 26.99 27.20 27.11 27.30 27.24 27.40 27.39 27.60 27.52 27.70 27.65 27.80 27.78 28.00 27.91 28.10 28.03 28.30 28.17 28.40 28.32 28.50 28.45 28.60 28.58 28.80 28.71 28.90 28.86 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.39 0.000 0.00 0.00 0.31 0.00 257.99 49.30 5.26 301.7 0.00 0.39 0.000 0.00 0.00 0.31 0.00 258.67 47.98 4.72 298.9 0.00 0.39 0.000 0.00 0.00 0.31 0.00 258.20 47.26 4.89 293.8 0.00 0.39 0.000 0.00 0.00 0.31 1.92 255.04 43.49 5.69 265.1 0.00 0.39 0.000 0.00 0.00 0.31 1.97 254.04 42.07 5.93 255.4 0.00 0.39 0.000 0.00 0.00 0.31 1.92 252.19 39.00 6.18 235.9 0.00 0.39 0.000 0.00 0.00 0.31 1.77 252.20 38.08 6.02 231.8 0.00 0.39 0.000 0.00 0.00 0.31 0.00 255.02 41.13 5.49 254.6 0.00 0.39 0.000 0.00 0.00 0.31 0.00 257.15 43.81 5.21 274.0 0.00 0.39 0.000 0.00 0.00 0.31 0.00 257.84 44.70 5.17 280.4 0.00 0.39 0.000 0.00 0.00 0.31 2.13 257.72 46.34 5.78 286.6 0.00 0.39 0.000 0.00 0.00 0.31 2.25 257.91 46.79 5.93 289.0 0.00 0.39 0.000 0.00 0.00 0.31 2.43 258.67 48.35 6.07 298.2 0.00 0.39 0.000 0.00 0.00 0.31 2.52 259.90 50.28 6.06 311.2 0.00 0.39 0.000 0.00 0.00 0.31 2.46 261.99 53.19 5.74 332.8 0.00 0.39 0.000 0.00 0.00 0.31 2.74 260.27 50.92 6.33 314.6 0.00 0.39 0.000 0.00 0.00 0.31 2.59 260.73 50.76 6.12 316.2 0.00 0.39 0.000 0.00 0.00 0.31 2.64 260.74 50.59 6.20 315.3 0.00 0.39 0.000 0.00 0.00 0.31 2.91 260.73 51.12 6.55 316.6 0.00 0.39 0.000 0.00 0.00 0.31 2.91 260.70 50.71 6.59 314.6 0.00 0.39 0.000 0.00 0.00 0.31 2.91 260.79 50.52 6.60 314.1 0.00 0.39 0.000 0.00 0.00 0.31 1.82 260.92 51.38 7.00 317.2 0.00 0.39 0.000 0.00 0.00 0.31 2.32 260.86 51.74 7.38 317.4 0.00 0.39 0.000 0.00 0.00 0.31 2.96 260.33 51.39 7.86 312.4 0.00 0.39 0.000 0.00 0.00 0.31 3.45 259.61 50.33 8.22 304.3 0.00 0.39 0.000 0.00 0.00 0.31 3.87 259.81 50.83 8.53 306.2 0.00 0.39 0.000 0.00 0.00 0.31 4.36 259.20 49.93 8.87 299.2 0.00 0.39 0.000 0.00 0.00 0.31 4.39 259.34 49.81 8.90 299.2 0.00 0.39 0.000 0.00 0.00 0.31 4.34 259.65 49.91 8.86 300.8 0.00 0.39 0.000 0.00 0.00 0.31 4.42 259.48 49.28 8.92 297.5 0.00 0.39 0.000 0.00 0.00 0.31 4.43 258.95 47.95 8.92 290.2 0.00 0.39 0.000 0.00 0.00 0.31 4.29 257.49 44.78 8.83 272.4 0.00 0.39 0.000 0.00 0.00 0.31 4.03 256.34 42.05 8.65 257.6 0.00 0.39 0.000 0.00 0.00 0.31 3.00 256.19 39.75 7.79 249.0 0.00 0.39 0.000 0.00 0.00 0.31 2.45 256.96 38.94 7.03 249.0 0.00 0.39 0.000 0.00 0.00 0.31 2.23 257.51 38.67 6.70 249.9 0.00 0.39 0.000 0.00 0.00 0.31 2.32 255.65 36.39 7.15 233.2 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 29.00 29.00 29.20 29.11 29.30 29.24 29.40 29.36 29.50 29.48 29.70 29.62 29.80 29.78 30.00 29.90 30.10 30.01 30.20 30.13 30.30 30.27 30.50 30.42 30.60 30.55 30.70 30.68 30.90 30.81 31.00 30.94 31.10 31.05 31.30 31.19 31.40 31.33 31.50 31.46 31.70 31.60 31.80 31.73 31.90 31.86 32.00 31.99 32.20 32.12 32.30 32.24 32.50 32.37 32.60 32.52 32.70 32.64 32.90 32.78 33.00 32.92 33.10 33.04 33.20 33.15 33.30 33.27 33.50 33.40 33.60 33.53 33.80 33.70 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.39 0.000 0.00 0.00 0.31 2.37 255.94 36.64 7.20 235.2 0.00 0.39 0.000 0.00 0.00 0.31 2.60 258.06 39.82 7.17 256.3 0.00 0.39 0.000 0.00 0.00 0.31 2.63 259.07 42.26 7.61 269.7 0.00 0.39 0.000 0.00 0.00 0.31 4.13 258.47 43.14 8.71 269.2 0.00 0.39 0.000 0.00 0.00 0.31 5.15 257.82 42.91 9.42 263.8 0.00 0.39 0.000 0.00 0.00 0.31 5.87 256.29 40.74 9.90 247.8 0.00 0.39 0.000 0.00 0.00 0.31 6.13 254.25 37.43 10.07 227.3 0.00 0.39 0.000 0.00 0.00 0.31 5.79 253.92 36.40 9.85 222.9 0.00 0.39 0.153 0.23 0.00 0.31 5.81 252.99 34.83 9.86 213.7 0.00 0.38 0.429 0.28 0.00 0.31 5.49 252.71 33.89 9.65 209.6 0.01 0.37 2.024 0.54 0.01 0.30 5.98 250.89 31.50 9.97 193.6 0.03 0.34 6.362 1.20 0.03 0.27 7.15 248.02 28.27 10.71 170.1 0.02 0.32 10.962 1.51 0.02 0.25 8.71 245.01 25.05 11.65 145.2 0.02 0.29 13.050 1.72 0.02 0.23 12.42 242.55 22.38 13.66 115.7 0.05 0.24 15.068 1.91 0.05 0.19 24.17 241.99 21.26 19.13 2.09 81.0 0.00 0.24 0.000 0.00 0.00 0.19 37.34 241.03 20.74 24.75 2.31 63.2 0.00 0.24 0.000 0.00 0.00 0.19 51.79 235.94 17.73 31.03 2.52 46.5 0.00 0.24 0.00 0.19 62.61 35.35 2.65 36.6 0.00 0.24 0.00 0.19 62.26 35.21 2.65 35.0 0.00 0.24 0.000 0.00 0.00 0.19 17.23 242.21 20.76 16.02 1.96 93.6 0.04 0.20 11.100 1.50 0.04 0.15 7.92 246.19 24.67 11.18 148.6 0.01 0.18 5.170 1.03 0.01 0.14 5.56 250.71 28.41 9.70 180.5 0.01 0.17 2.511 0.63 0.01 0.13 5.48 252.54 30.52 9.65 194.5 0.01 0.17 1.397 0.44 0.01 0.13 6.01 253.68 32.28 9.99 204.2 0.01 0.16 0.264 0.26 0.01 0.12 5.96 255.41 34.39 9.96 218.3 0.00 0.16 0.000 0.00 0.00 0.12 5.90 257.25 36.75 9.92 234.1 0.00 0.16 0.000 0.00 0.00 0.12 5.95 260.37 41.24 9.95 263.2 0.00 0.16 0.000 0.00 0.00 0.12 5.92 262.37 44.09 9.93 282.3 0.00 0.16 0.000 0.00 0.00 0.12 5.91 263.88 46.31 9.93 297.3 0.00 0.16 0.000 0.00 0.00 0.12 5.27 264.66 46.68 9.50 304.1 0.00 0.16 0.000 0.00 0.00 0.12 3.69 265.19 45.35 8.40 304.1 0.00 0.16 0.000 0.00 0.00 0.12 3.85 264.03 43.32 8.51 290.5 0.00 0.16 0.000 0.00 0.00 0.12 4.00 263.68 42.69 8.62 286.1 0.00 0.16 0.000 0.00 0.00 0.12 2.75 267.49 47.07 7.71 322.9 0.00 0.16 0.000 0.00 0.00 0.12 2.22 270.66 51.63 7.31 358.5 0.00 0.16 0.000 0.00 0.00 0.12 2.74 271.09 52.97 7.70 365.2 0.00 0.16 0.000 0.00 0.00 0.12 3.37 271.38 54.02 8.17 369.7 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 33.90 33.83 34.00 33.95 34.10 34.08 34.30 34.21 34.40 34.34 34.60 34.48 34.70 34.61 34.80 34.72 35.00 34.87 35.10 35.02 35.20 35.15 35.30 35.26 35.50 35.40 35.60 35.55 35.70 35.67 35.80 35.78 36.00 35.91 36.10 36.06 36.30 36.19 36.40 36.32 36.50 36.46 36.60 36.58 36.80 36.72 36.90 36.87 37.00 36.98 37.20 37.11 37.40 37.27 37.50 37.42 37.60 37.55 37.80 37.71 37.90 37.84 38.00 37.95 38.20 38.10 38.30 38.23 38.40 38.34 38.50 38.48 38.70 38.61 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.16 0.000 0.00 0.00 0.12 3.73 271.03 53.52 8.43 365.0 0.00 0.16 0.000 0.00 0.00 0.12 4.20 270.80 53.38 8.76 362.1 0.00 0.16 0.000 0.00 0.00 0.12 4.71 270.69 53.47 9.12 360.8 0.00 0.16 0.000 0.00 0.00 0.12 5.43 269.92 52.42 9.61 349.9 0.00 0.16 0.000 0.00 0.00 0.12 5.92 269.55 51.84 9.93 343.8 0.00 0.16 0.000 0.00 0.00 0.12 6.57 269.26 51.46 10.35 338.1 0.00 0.16 0.000 0.00 0.00 0.12 6.94 269.49 51.78 10.58 338.7 0.00 0.16 0.000 0.00 0.00 0.12 7.80 269.66 52.33 11.11 337.2 0.00 0.16 0.000 0.00 0.00 0.12 9.12 269.99 53.11 11.88 334.0 0.00 0.16 0.000 0.00 0.00 0.12 9.66 269.98 52.88 12.18 329.7 0.00 0.16 0.000 0.00 0.00 0.12 9.93 270.05 52.73 12.34 327.6 0.00 0.16 0.000 0.00 0.00 0.12 10.55 271.12 54.57 12.68 335.4 0.00 0.16 0.000 0.00 0.00 0.12 7.88 272.95 56.55 11.16 368.9 0.00 0.16 0.000 0.00 0.00 0.12 7.87 273.93 57.99 11.15 379.6 0.00 0.16 0.000 0.00 0.00 0.12 9.62 271.79 54.39 12.16 343.9 0.00 0.16 0.000 0.00 0.00 0.12 7.46 272.96 55.23 10.90 366.0 0.00 0.16 0.000 0.00 0.00 0.12 6.34 273.73 55.54 10.21 376.9 0.00 0.16 0.000 0.00 0.00 0.12 6.07 274.58 56.49 10.03 386.5 0.00 0.16 0.000 0.00 0.00 0.12 6.34 275.09 57.33 10.20 391.3 0.00 0.16 0.000 0.00 0.00 0.12 7.01 275.22 57.70 10.62 389.9 0.00 0.16 0.000 0.00 0.00 0.12 7.33 275.92 58.87 10.82 396.4 0.00 0.16 0.000 0.00 0.00 0.12 6.24 277.43 60.72 10.14 418.3 0.00 0.16 0.000 0.00 0.00 0.12 3.79 280.71 64.19 8.47 462.7 0.00 0.16 0.000 0.00 0.00 0.12 4.15 279.78 62.28 8.73 447.7 0.00 0.16 0.000 0.00 0.00 0.12 2.98 280.09 60.82 7.88 446.7 0.00 0.16 0.000 0.00 0.00 0.12 0.83 281.37 59.02 6.25 452.3 0.00 0.16 0.000 0.00 0.00 0.12 0.24 285.06 65.19 5.81 506.8 0.00 0.16 0.000 0.00 0.00 0.12 0.00 290.36 74.07 4.97 591.0 0.00 0.16 0.000 0.00 0.00 0.12 0.00 291.27 75.85 4.97 606.6 0.00 0.16 0.000 0.00 0.00 0.12 0.00 291.30 76.40 5.25 608.0 0.00 0.16 0.000 0.00 0.00 0.12 0.00 291.50 72.48 4.28 594.9 0.00 0.16 0.000 0.00 0.00 0.12 0.00 286.62 65.48 5.50 519.7 0.00 0.16 0.000 0.00 0.00 0.12 1.32 281.38 57.27 6.62 442.6 0.00 0.16 0.000 0.00 0.00 0.12 2.84 276.98 51.29 7.78 386.2 0.00 0.16 0.000 0.00 0.00 0.12 5.54 270.82 44.04 9.68 317.4 0.00 0.16 0.000 0.00 0.00 0.12 8.73 270.21 44.52 11.65 301.7 0.00 0.16 0.000 0.00 0.00 0.12 8.56 275.36 52.86 11.56 361.0 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 38.80 38.74 38.90 38.87 39.10 39.01 39.20 39.14 39.30 39.27 39.50 39.40 39.60 39.53 39.70 39.66 39.80 39.78 40.00 39.92 40.10 40.06 40.30 40.19 40.40 40.31 40.50 40.42 40.60 40.56 40.80 40.70 40.90 40.84 41.00 40.96 41.20 41.08 41.30 41.23 41.40 41.37 41.50 41.49 41.70 41.61 41.80 41.74 41.90 41.88 42.10 42.01 42.20 42.14 42.40 42.29 42.50 42.42 42.60 42.56 42.80 42.70 42.90 42.81 43.00 42.92 43.10 43.05 43.30 43.19 43.40 43.34 43.60 43.51 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.16 0.000 0.00 0.00 0.12 10.60 276.75 55.77 12.70 365.7 0.00 0.16 0.000 0.00 0.00 0.12 16.93 274.16 51.64 15.88 297.3 0.00 0.16 0.000 0.00 0.00 0.12 19.40 273.11 49.61 17.01 272.8 0.00 0.16 0.000 0.00 0.00 0.12 19.44 274.03 50.90 17.04 280.9 0.00 0.16 0.000 0.00 0.00 0.12 15.12 277.18 55.94 15.01 337.6 0.00 0.16 0.000 0.00 0.00 0.12 11.96 279.70 59.85 13.43 386.9 0.00 0.16 0.000 0.00 0.00 0.12 11.05 280.68 61.18 12.94 404.3 0.00 0.16 0.000 0.00 0.00 0.12 10.50 281.25 61.80 12.65 414.1 0.00 0.16 0.000 0.00 0.00 0.12 10.50 281.60 62.15 12.65 417.5 0.00 0.16 0.000 0.00 0.00 0.12 10.62 282.14 62.86 12.71 422.4 0.00 0.16 0.000 0.00 0.00 0.12 10.84 282.66 63.57 12.83 426.4 0.00 0.16 0.000 0.00 0.00 0.12 10.60 282.96 63.73 12.70 430.7 0.00 0.16 0.000 0.00 0.00 0.12 10.31 283.31 64.00 12.55 436.1 0.00 0.16 0.000 0.00 0.00 0.12 11.80 282.87 63.22 13.34 418.6 0.00 0.16 0.000 0.00 0.00 0.12 12.96 283.04 63.34 13.94 410.7 0.00 0.16 0.000 0.00 0.00 0.12 13.61 283.27 63.50 14.27 407.6 0.00 0.16 0.000 0.00 0.00 0.12 14.78 282.53 61.79 14.85 388.4 0.00 0.16 0.000 0.00 0.00 0.12 15.66 281.55 59.63 15.27 368.8 0.00 0.16 0.000 0.00 0.00 0.12 16.31 280.04 56.51 15.58 345.0 0.00 0.16 0.000 0.00 0.00 0.12 16.54 279.10 54.39 15.69 331.0 0.00 0.16 0.000 0.00 0.00 0.12 15.32 278.80 53.40 15.11 333.2 0.00 0.16 0.000 0.00 0.00 0.12 14.36 279.05 53.45 14.64 340.7 0.00 0.16 0.000 0.00 0.00 0.12 13.63 279.88 54.55 14.28 354.0 0.00 0.16 0.000 0.00 0.00 0.12 14.07 279.90 54.32 14.50 350.2 0.00 0.16 0.000 0.00 0.00 0.12 16.51 278.41 51.60 15.68 316.9 0.00 0.16 0.000 0.00 0.00 0.12 20.72 275.85 47.24 17.61 267.4 0.00 0.16 0.000 0.00 0.00 0.12 22.55 274.14 44.26 18.42 241.8 0.00 0.16 0.000 0.00 0.00 0.12 22.39 273.74 43.34 18.35 237.5 0.00 0.16 0.000 0.00 0.00 0.12 23.24 273.19 42.25 18.72 228.1 0.00 0.16 0.000 0.17 0.00 0.12 22.41 269.22 36.14 18.36 194.9 0.01 0.15 0.000 0.20 0.00 0.11 26.46 268.42 34.89 20.12 174.9 0.00 0.15 0.097 0.26 0.00 0.11 28.45 267.65 33.69 20.97 162.8 0.01 0.14 0.459 0.32 0.00 0.11 28.80 267.18 32.88 21.12 157.6 0.01 0.13 1.129 0.43 0.01 0.10 28.00 266.68 32.01 20.78 155.1 0.02 0.12 2.051 0.58 0.01 0.09 26.91 266.14 31.07 20.31 153.0 0.01 0.10 2.621 0.68 0.01 0.08 26.10 265.98 30.63 19.96 152.9 0.02 0.08 2.797 0.71 0.02 0.06 25.88 266.06 30.48 19.87 153.1 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 43.70 43.65 43.80 43.75 43.90 43.86 44.10 44.01 44.30 44.19 44.40 44.34 44.50 44.45 44.60 44.57 44.80 44.71 44.90 44.84 45.00 44.96 45.20 45.10 45.30 45.21 45.40 45.32 45.50 45.43 45.60 45.55 45.70 45.68 45.90 45.80 46.00 45.93 46.10 46.07 46.30 46.20 46.40 46.33 46.60 46.48 46.70 46.63 46.80 46.74 46.90 46.86 47.10 47.01 47.20 47.16 47.30 47.27 47.40 47.38 47.60 47.54 47.80 47.69 47.90 47.84 48.10 48.03 48.20 48.18 48.30 48.27 48.40 48.37 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.01 0.07 2.839 0.72 0.01 0.05 26.40 266.11 30.35 20.10 151.3 0.01 0.06 2.240 0.62 0.01 0.05 27.98 266.42 30.63 20.77 149.0 0.01 0.05 1.429 0.48 0.01 0.04 29.54 266.98 31.22 21.43 148.7 0.01 0.04 0.994 0.40 0.01 0.03 27.61 267.87 32.15 20.61 159.4 0.01 0.03 0.731 0.36 0.01 0.02 28.14 268.26 32.41 20.84 159.9 0.01 0.02 0.421 0.31 0.00 0.02 33.08 267.95 31.81 22.94 144.6 0.00 0.02 0.119 0.26 0.00 0.01 34.37 268.25 32.05 23.48 143.2 0.00 0.02 0.000 0.22 0.00 0.01 32.12 269.20 33.11 22.53 154.5 0.01 0.01 0.000 0.18 0.00 0.01 30.36 270.11 34.10 21.78 164.9 0.00 0.01 0.000 0.17 0.00 0.01 27.53 270.88 34.91 20.58 177.9 0.00 0.00 0.000 0.13 0.00 0.00 23.99 272.19 36.46 19.05 198.9 0.00 0.00 0.000 0.00 0.00 0.00 19.48 273.73 38.30 17.05 228.8 0.00 0.00 0.000 0.00 0.00 0.00 16.55 275.79 40.97 15.69 261.5 0.00 0.00 0.000 0.00 0.00 0.00 16.55 278.04 44.17 15.70 284.0 0.00 0.00 0.000 0.00 0.00 0.00 17.68 278.64 44.96 16.23 283.5 0.00 0.00 0.000 0.00 0.00 0.00 18.66 279.61 46.33 16.68 288.0 0.00 0.00 0.000 0.00 0.00 0.00 18.49 280.78 47.95 16.60 300.5 0.00 0.00 0.000 0.00 0.00 0.00 18.03 282.54 50.61 16.39 321.8 0.00 0.00 0.000 0.00 0.00 0.00 17.46 283.80 52.45 16.12 338.6 0.00 0.00 0.000 0.00 0.00 0.00 18.00 283.58 51.81 16.38 331.6 0.00 0.00 0.000 0.00 0.00 0.00 19.93 282.09 49.12 17.26 303.1 0.00 0.00 0.000 0.00 0.00 0.00 21.79 280.31 46.05 18.09 274.1 0.00 0.00 0.000 0.00 0.00 0.00 22.35 279.36 44.29 18.34 260.7 0.00 0.00 0.000 0.00 0.00 0.00 22.79 278.94 43.37 18.53 253.5 0.00 0.00 0.000 0.00 0.00 0.00 22.50 278.67 42.76 18.40 251.3 0.00 0.00 0.000 0.00 0.00 0.00 22.17 278.53 42.31 18.26 250.3 0.00 0.00 0.000 0.00 0.00 0.00 21.28 279.58 43.62 17.86 263.5 0.00 0.00 0.000 0.00 0.00 0.00 20.26 281.90 46.93 17.40 291.4 0.00 0.00 0.000 0.00 0.00 0.00 19.42 284.87 51.60 17.02 328.3 0.00 0.00 0.000 0.00 0.00 0.00 19.14 288.61 58.01 16.90 374.5 0.00 0.00 0.000 0.00 0.00 0.00 17.65 291.99 63.99 16.21 427.7 0.00 0.00 0.000 0.00 0.00 0.00 18.23 291.14 61.99 16.48 410.5 0.00 0.00 0.000 0.00 0.00 0.00 18.40 287.61 55.01 16.56 361.4 0.00 0.00 0.000 0.00 0.00 0.00 17.42 284.55 49.38 16.10 329.2 0.00 0.00 0.000 0.00 0.00 0.00 18.00 284.32 48.74 16.37 321.8 0.00 0.00 0.000 0.00 0.00 0.00 18.01 284.41 48.71 16.38 322.0 0.00 0.00 0.000 0.00 0.00 0.00 17.66 284.91 49.31 16.22 328.9 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 48.60 48.50 48.70 48.62 48.80 48.76 49.00 48.89 49.10 49.02 49.20 49.15 49.40 49.28 49.50 49.42 49.60 49.56 49.70 49.69 49.90 49.81 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.00 0.000 0.00 0.00 0.00 17.88 288.01 54.33 16.32 364.1 0.00 0.00 0.000 0.00 0.00 0.00 15.64 290.82 58.99 15.26 414.9 0.00 0.00 0.000 0.00 0.00 0.00 6.97 289.16 53.60 10.60 450.5 0.00 0.00 0.000 0.00 0.00 0.00 8.42 292.76 60.56 11.48 495.8 0.00 0.00 0.000 0.00 0.00 0.00 4.65 297.61 66.84 9.08 588.8 0.00 0.00 0.000 0.00 0.00 0.00 17.51 283.02 45.29 16.15 305.0 0.00 0.00 0.000 0.15 0.00 0.00 31.60 275.19 33.74 22.31 2.22 172.2 0.00 0.00 0.00 0.00 66.39 36.95 2.70 75.7 0.00 0.00 0.00 0.00 90.28 48.05 2.98 39.2 0.00 0.00 0.00 0.00 100.00 60.16 21.6 0.00 0.00 0.00 0.00 100.00 69.76 17.9 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 0.30 0.14 0.40 0.35 0.50 0.47 0.70 0.59 0.80 0.73 0.90 0.87 1.10 1.01 1.20 1.14 1.30 1.27 1.40 1.39 1.60 1.54 1.70 1.67 1.90 1.79 2.00 1.93 2.10 2.06 2.30 2.19 2.40 2.33 2.50 2.46 2.70 2.59 2.80 2.73 2.90 2.86 3.10 2.98 3.20 3.14 3.40 3.30 3.50 3.42 3.60 3.53 3.80 3.67 3.90 3.82 3.90 3.92 4.10 4.01 4.20 4.15 4.40 4.29 4.50 4.41 4.60 4.54 4.70 4.67 4.90 4.81 5.00 4.95 k (m/s)FS50 FS 85 DE (q c1N)cs 5.7096E-09 1.00 10.7 1.0017E-06 1.00 63.9 1.9255E-06 1.00 90.2 3.1377E-06 1.00 93.0 5.6446E-06 1.00 93.9 2.0267E-05 1.00 105.3 1.7899E-05 1.00 97.5 1.9632E-05 1.00 101.0 2.2008E-05 1.00 105.9 4.1252E-05 1.00 120.4 4.0813E-05 1.00 126.1 3.2827E-05 1.00 126.7 2.3609E-05 1.00 125.3 1.8047E-05 1.00 123.0 1.3219E-05 1.00 118.6 1.1586E-05 1.00 113.7 1.1945E-05 1.00 111.3 1.2060E-05 1.00 111.1 1.1550E-05 1.00 110.8 9.0090E-06 1.00 105.9 7.3669E-06 1.00 100.5 6.2651E-06 1.00 91.9 4.8626E-06 1.00 80.8 3.0054E-06 1.00 71.7 1.6090E-06 1.00 65.9 1.2251E-06 1.00 54.8 1.1158E-06 1.00 46.8 5.6757E-07 1.00 48.4 3.4722E-07 1.00 48.8 8.9780E-07 1.00 51.5 1.2440E-06 1.00 56.7 1.7791E-06 1.00 57.9 1.6760E-06 1.00 58.9 1.6484E-06 1.00 59.2 1.6999E-06 1.00 59.0 1.8929E-06 1.00 60.5 2.2488E-06 1.00 61.8 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 5.10 5.05 5.20 5.16 5.30 5.28 5.50 5.43 5.60 5.57 5.80 5.70 5.90 5.85 6.00 5.95 6.10 6.05 6.30 6.19 6.40 6.35 6.50 6.48 6.70 6.60 6.80 6.73 6.90 6.85 7.00 6.98 7.20 7.11 7.30 7.25 7.50 7.39 7.60 7.52 7.70 7.64 7.90 7.79 8.00 7.94 8.10 8.04 8.20 8.14 8.40 8.29 8.50 8.44 8.60 8.56 8.70 8.68 8.90 8.82 9.00 8.94 9.20 9.08 9.30 9.22 9.40 9.33 9.40 9.42 9.60 9.53 9.70 9.66 k (m/s)FS50 FS 85 DE (q c1N)cs 2.5494E-06 0.27 0.27 0.00 63.3 2.7692E-06 0.27 0.27 0.00 65.9 2.6924E-06 0.28 0.28 0.00 69.5 2.8484E-06 0.29 0.29 0.00 72.0 4.3868E-06 0.28 0.28 0.00 69.8 6.7828E-06 0.27 0.27 0.00 68.7 4.9177E-06 0.28 0.28 0.00 71.8 4.0261E-06 0.28 0.28 0.00 73.4 4.3169E-06 0.29 0.29 0.00 78.2 4.4178E-06 0.31 0.31 0.00 82.9 3.4642E-06 0.34 0.34 0.00 89.2 1.9009E-06 0.36 0.36 0.00 93.3 8.5983E-07 0.35 0.35 0.00 92.2 1.0165E-06 0.32 0.32 0.00 87.5 2.2302E-06 0.31 0.31 0.00 86.2 6.1368E-06 0.34 0.34 0.00 92.1 1.2336E-05 0.36 0.36 0.00 97.1 2.0900E-05 0.40 0.40 0.00 104.0 3.0817E-05 0.46 0.46 0.00 113.0 3.6533E-05 0.52 0.52 0.00 120.6 5.1358E-05 0.51 0.51 0.00 119.9 1.0480E-04 0.49 0.49 0.00 118.2 1.1120E-04 0.58 0.58 0.00 128.6 6.1342E-05 0.51 0.51 0.00 120.4 9.3314E-05 0.68 0.68 0.00 139.0 9.1818E-05 0.79 0.79 0.00 148.3 9.6465E-05 0.89 0.89 0.00 156.1 1.1119E-04 1.04 1.04 0.00 165.2 1.2878E-04 1.28 1.28 0.00 178.6 1.5441E-04 1.60 1.60 0.00 196.0 1.9521E-04 2.00 2.00 0.00 218.0 2.0893E-04 2.00 2.00 0.00 238.0 2.1172E-04 2.00 2.00 0.00 246.9 2.2838E-04 2.00 2.00 0.00 253.7 2.6024E-04 2.00 2.00 0.00 257.3 3.8055E-04 2.00 2.00 0.00 272.6 4.5022E-04 2.00 2.00 0.00 280.1 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 9.80 9.75 9.90 9.84 10.10 10.01 10.20 10.19 10.40 10.30 10.50 10.45 10.60 10.58 10.70 10.68 10.90 10.81 11.00 10.94 11.10 11.06 11.20 11.18 11.40 11.32 11.50 11.45 11.60 11.57 11.90 11.78 12.00 11.98 12.10 12.08 12.30 12.20 12.40 12.31 12.50 12.41 12.60 12.52 12.70 12.63 12.80 12.73 12.90 12.82 13.00 12.95 13.10 13.08 13.30 13.20 13.40 13.33 13.50 13.46 13.70 13.60 13.80 13.74 13.90 13.87 14.00 13.97 14.10 14.08 14.30 14.21 14.40 14.35 k (m/s)FS50 FS 85 DE (q c1N)cs 7.2390E-04 2.00 2.00 0.00 288.7 1.9395E-03 2.00 2.00 0.00 291.5 2.0520E-03 2.00 2.00 0.00 299.7 1.7568E-03 2.00 2.00 0.00 286.0 1.8314E-03 2.00 2.00 0.00 300.4 1.7299E-03 2.00 2.00 0.00 321.5 1.2148E-03 2.00 2.00 0.00 323.8 8.2158E-04 2.00 2.00 0.00 324.8 6.4823E-04 2.00 2.00 0.00 322.9 6.0624E-04 2.00 2.00 0.00 318.7 6.3957E-04 2.00 2.00 0.00 314.5 5.8847E-04 2.00 2.00 0.00 306.4 3.5338E-04 2.00 2.00 0.00 302.0 1.9838E-04 2.00 2.00 0.00 297.6 1.2218E-04 2.00 2.00 0.00 294.2 6.0294E-05 2.00 2.00 0.00 285.6 5.6032E-05 2.00 2.00 0.00 280.6 5.8215E-05 2.00 2.00 0.00 275.0 6.2416E-05 2.00 2.00 0.00 274.2 7.2558E-05 2.00 2.00 0.00 282.5 9.5952E-05 2.00 2.00 0.00 304.8 1.5671E-04 2.00 2.00 0.00 324.2 1.3449E-04 2.00 2.00 0.00 336.6 1.1393E-04 2.00 2.00 0.00 343.3 7.0645E-05 2.00 2.00 0.00 327.2 6.7092E-05 2.00 2.00 0.00 334.6 6.0071E-05 2.00 2.00 0.00 333.2 5.4357E-05 2.00 2.00 0.00 328.7 5.0797E-05 2.00 2.00 0.00 322.8 4.8721E-05 2.00 2.00 0.00 316.5 4.7104E-05 2.00 2.00 0.00 310.2 5.5663E-05 2.00 2.00 0.00 300.8 8.0126E-05 2.00 2.00 0.00 290.6 1.2932E-04 2.00 2.00 0.00 296.1 3.2373E-04 2.00 2.00 0.00 310.4 5.8344E-04 2.00 2.00 0.00 317.2 6.3821E-04 2.00 2.00 0.00 321.8 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 14.60 14.50 14.70 14.65 14.80 14.75 14.90 14.85 15.10 14.99 15.20 15.12 15.30 15.24 15.40 15.38 15.60 15.51 15.70 15.65 15.80 15.76 16.00 15.90 16.10 16.03 16.20 16.15 16.30 16.29 16.50 16.43 16.70 16.61 16.80 16.76 17.00 16.89 17.10 17.02 17.20 17.14 17.30 17.27 17.50 17.40 17.60 17.55 17.80 17.69 17.90 17.82 18.00 17.94 18.10 18.06 18.30 18.19 18.40 18.33 18.50 18.45 18.70 18.59 18.80 18.74 19.00 18.88 19.10 19.00 19.20 19.11 19.30 19.24 k (m/s)FS50 FS 85 DE (q c1N)cs 8.3031E-04 2.00 2.00 0.00 323.3 8.0743E-04 2.00 2.00 0.00 320.8 7.0947E-04 2.00 2.00 0.00 318.3 6.2388E-04 2.00 2.00 0.00 315.7 6.8700E-04 2.00 2.00 0.00 316.2 8.1719E-04 2.00 2.00 0.00 316.1 7.1127E-04 2.00 2.00 0.00 312.7 5.8119E-04 2.00 2.00 0.00 312.1 5.6808E-04 2.00 2.00 0.00 313.4 5.9586E-04 2.00 2.00 0.00 317.3 6.4334E-04 2.00 2.00 0.00 325.2 6.9827E-04 2.00 2.00 0.00 332.9 8.5157E-04 2.00 2.00 0.00 338.7 1.1497E-03 2.00 2.00 0.00 345.8 1.1426E-03 2.00 2.00 0.00 345.2 1.0844E-03 2.00 2.00 0.00 342.8 1.2928E-03 2.00 2.00 0.00 346.5 1.5296E-03 2.00 2.00 0.00 340.4 1.4044E-03 2.00 2.00 0.00 336.9 1.2255E-03 2.00 2.00 0.00 329.1 1.1101E-03 2.00 2.00 0.00 330.7 1.0616E-03 2.00 2.00 0.00 332.3 1.2715E-03 2.00 2.00 0.00 337.0 1.2281E-03 2.00 2.00 0.00 335.0 1.2138E-03 2.00 2.00 0.00 333.8 1.5126E-03 2.00 2.00 0.00 331.3 1.7325E-03 2.00 2.00 0.00 328.8 1.7983E-03 2.00 2.00 0.00 328.5 1.7259E-03 2.00 2.00 0.00 325.1 1.2614E-03 2.00 2.00 0.00 320.7 8.2804E-04 2.00 2.00 0.00 313.9 6.9418E-04 2.00 2.00 0.00 308.5 6.4637E-04 2.00 2.00 0.00 306.2 6.5004E-04 2.00 2.00 0.00 302.0 6.9344E-04 2.00 2.00 0.00 296.7 8.2398E-04 2.00 2.00 0.00 292.8 9.0023E-04 2.00 2.00 0.00 289.5 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 19.50 19.38 19.60 19.52 19.70 19.65 19.90 19.79 20.00 19.92 20.10 20.05 20.20 20.17 20.40 20.30 20.50 20.42 20.60 20.55 20.80 20.69 20.90 20.82 21.00 20.94 21.20 21.11 21.30 21.25 21.40 21.36 21.50 21.49 21.70 21.62 21.80 21.75 21.90 21.83 22.00 21.94 22.10 22.08 22.30 22.21 22.40 22.34 22.50 22.46 22.70 22.58 22.80 22.73 22.90 22.87 23.10 23.00 23.20 23.13 23.30 23.27 23.40 23.38 23.60 23.53 23.70 23.66 23.80 23.76 24.00 23.91 24.10 24.05 k (m/s)FS50 FS 85 DE (q c1N)cs 8.4401E-04 2.00 2.00 0.00 279.3 7.6091E-04 2.00 2.00 0.00 272.5 3.8611E-04 2.00 2.00 0.00 277.7 3.6512E-04 2.00 2.00 0.00 280.9 3.5120E-04 2.00 2.00 0.00 254.9 2.4539E-04 1.89 1.89 0.00 232.0 3.3609E-04 1.85 1.85 0.00 229.5 5.5970E-04 2.00 2.00 0.00 243.5 5.9579E-04 2.00 2.00 0.00 246.2 1.0042E-03 2.00 2.00 0.00 269.3 1.5089E-03 2.00 2.00 0.00 294.8 1.5060E-03 2.00 2.00 0.00 305.2 1.3651E-03 2.00 2.00 0.00 309.9 1.2820E-03 2.00 2.00 0.00 309.1 1.2400E-03 2.00 2.00 0.00 309.8 1.0788E-03 2.00 2.00 0.00 309.9 9.6294E-04 2.00 2.00 0.00 307.3 9.1246E-04 2.00 2.00 0.00 293.2 6.4656E-04 2.00 2.00 0.00 274.8 6.9167E-04 2.00 2.00 0.00 269.5 9.5609E-04 2.00 2.00 0.00 256.3 7.4940E-04 2.00 2.00 0.00 250.2 8.5286E-04 2.00 2.00 0.00 263.5 1.2183E-03 2.00 2.00 0.00 295.1 1.1750E-03 2.00 2.00 0.00 299.8 9.1554E-04 2.00 2.00 0.00 302.9 6.3814E-04 2.00 2.00 0.00 301.1 4.9685E-04 2.00 2.00 0.00 302.7 5.2846E-04 2.00 2.00 0.00 303.9 6.5937E-04 2.00 2.00 0.00 308.2 9.2310E-04 2.00 2.00 0.00 315.5 8.7742E-04 2.00 2.00 0.00 321.7 1.1387E-03 2.00 2.00 0.00 321.5 9.2516E-04 2.00 2.00 0.00 315.1 6.0108E-04 2.00 2.00 0.00 312.4 7.0831E-04 2.00 2.00 0.00 305.3 8.5427E-04 2.00 2.00 0.00 306.0 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 24.30 24.20 24.40 24.32 24.50 24.45 24.60 24.59 24.80 24.70 24.90 24.83 25.00 24.97 25.10 25.08 25.30 25.21 25.30 25.31 25.50 25.43 25.60 25.56 25.80 25.68 25.90 25.82 26.00 25.94 26.20 26.09 26.30 26.22 26.40 26.34 26.60 26.48 26.70 26.61 26.80 26.73 26.90 26.86 27.10 26.99 27.20 27.11 27.30 27.24 27.40 27.39 27.60 27.52 27.70 27.65 27.80 27.78 28.00 27.91 28.10 28.03 28.30 28.17 28.40 28.32 28.50 28.45 28.60 28.58 28.80 28.71 28.90 28.86 k (m/s)FS50 FS 85 DE (q c1N)cs 1.1944E-03 2.00 2.00 0.00 309.1 1.7151E-03 2.00 2.00 0.00 305.6 1.5319E-03 2.00 2.00 0.00 299.7 9.1021E-04 2.00 2.00 0.00 269.8 7.8273E-04 2.00 2.00 0.00 259.3 6.7781E-04 1.90 1.90 0.00 239.0 7.4271E-04 1.83 1.83 0.00 234.3 1.0308E-03 2.00 2.00 0.00 256.8 1.2345E-03 2.00 2.00 0.00 275.8 1.2695E-03 2.00 2.00 0.00 281.8 8.6268E-04 2.00 2.00 0.00 287.4 7.8720E-04 2.00 2.00 0.00 289.1 7.2229E-04 2.00 2.00 0.00 297.7 7.2805E-04 2.00 2.00 0.00 309.8 8.8218E-04 2.00 2.00 0.00 330.6 6.1831E-04 2.00 2.00 0.00 311.7 7.0070E-04 2.00 2.00 0.00 312.6 6.6881E-04 2.00 2.00 0.00 311.1 5.4449E-04 2.00 2.00 0.00 311.6 5.3293E-04 2.00 2.00 0.00 308.9 5.2929E-04 2.00 2.00 0.00 307.7 4.2312E-04 1.99 1.99 0.00 310.0 3.4539E-04 1.99 1.99 0.00 309.4 2.6884E-04 1.98 1.98 0.00 304.0 2.2459E-04 1.98 1.98 0.00 295.4 1.9346E-04 1.97 1.97 0.00 296.4 1.6380E-04 1.97 1.97 0.00 289.0 1.6171E-04 1.96 1.96 0.00 288.3 1.6461E-04 1.96 1.96 0.00 289.2 1.6020E-04 1.95 1.95 0.00 285.3 1.5998E-04 1.95 1.95 0.00 277.7 1.6731E-04 1.94 1.94 0.00 260.0 1.8258E-04 1.87 1.87 0.00 245.3 2.7969E-04 1.74 1.74 0.00 236.6 4.1732E-04 1.73 1.73 0.00 236.1 5.0026E-04 1.73 1.73 0.00 236.5 3.9015E-04 1.51 1.51 0.00 220.2 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 29.00 29.00 29.20 29.11 29.30 29.24 29.40 29.36 29.50 29.48 29.70 29.62 29.80 29.78 30.00 29.90 30.10 30.01 30.20 30.13 30.30 30.27 30.50 30.42 30.60 30.55 30.70 30.68 30.90 30.81 31.00 30.94 31.10 31.05 31.30 31.19 31.40 31.33 31.50 31.46 31.70 31.60 31.80 31.73 31.90 31.86 32.00 31.99 32.20 32.12 32.30 32.24 32.50 32.37 32.60 32.52 32.70 32.64 32.90 32.78 33.00 32.92 33.10 33.04 33.20 33.15 33.30 33.27 33.50 33.40 33.60 33.53 33.80 33.70 k (m/s)FS50 FS 85 DE (q c1N)cs 3.8150E-04 1.52 1.52 0.00 221.6 3.8692E-04 1.78 1.78 0.00 241.1 3.0580E-04 1.91 1.91 0.00 253.2 1.7695E-04 1.90 1.90 0.00 252.1 1.2711E-04 1.85 1.85 0.00 246.6 1.0236E-04 1.63 1.63 0.00 231.1 9.5292E-05 1.37 1.37 0.00 211.4 1.0493E-04 1.30 1.30 0.00 207.0 1.0434E-04 1.18 1.18 0.00 198.0 1.1463E-04 1.13 1.13 0.00 193.9 9.9217E-05 0.92 0.92 0.00 178.7 7.2235E-05 0.66 0.66 0.00 159.2 4.9238E-05 0.49 0.49 0.00 140.6 2.2856E-05 0.35 0.35 0.00 120.1 3.8569E-06 0.28 0.28 0.00 106.5 8.3899E-07 2.00 2.00 0.00 114.1 1.9261E-07 2.00 2.00 0.00 121.7 7.7650E-08 2.00 2.00 0.00 30.5 7.9926E-08 2.00 2.00 0.00 28.9 1.0146E-05 2.00 2.00 0.00 105.3 5.9488E-05 0.48 0.48 0.00 139.3 1.1232E-04 0.71 0.71 0.00 163.2 1.1487E-04 0.87 0.87 0.00 175.7 9.8385E-05 0.98 0.98 0.00 184.1 9.9971E-05 1.14 1.14 0.00 196.4 1.0172E-04 1.32 1.32 0.00 210.2 1.0024E-04 1.65 1.65 0.00 235.8 1.0101E-04 1.84 1.84 0.00 252.4 1.0119E-04 1.84 1.84 0.00 265.3 1.2255E-04 1.84 1.84 0.00 270.8 2.0580E-04 1.83 1.83 0.00 270.3 1.9474E-04 1.83 1.83 0.00 257.6 1.8485E-04 1.83 1.83 0.00 253.4 2.9150E-04 1.83 1.83 0.00 285.5 3.5956E-04 1.83 1.83 0.00 316.3 2.9233E-04 1.82 1.82 0.00 321.6 2.3082E-04 1.82 1.82 0.00 324.7 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 33.90 33.83 34.00 33.95 34.10 34.08 34.30 34.21 34.40 34.34 34.60 34.48 34.70 34.61 34.80 34.72 35.00 34.87 35.10 35.02 35.20 35.15 35.30 35.26 35.50 35.40 35.60 35.55 35.70 35.67 35.80 35.78 36.00 35.91 36.10 36.06 36.30 36.19 36.40 36.32 36.50 36.46 36.60 36.58 36.80 36.72 36.90 36.87 37.00 36.98 37.20 37.11 37.40 37.27 37.50 37.42 37.60 37.55 37.80 37.71 37.90 37.84 38.00 37.95 38.20 38.10 38.30 38.23 38.40 38.34 38.50 38.48 38.70 38.61 k (m/s)FS50 FS 85 DE (q c1N)cs 2.0277E-04 1.82 1.82 0.00 319.9 1.7280E-04 1.82 1.82 0.00 316.8 1.4609E-04 1.82 1.82 0.00 315.1 1.1686E-04 1.81 1.81 0.00 304.9 1.0110E-04 1.81 1.81 0.00 299.0 8.4280E-05 1.81 1.81 0.00 293.8 7.6275E-05 1.81 1.81 0.00 296.6 6.1195E-05 1.81 1.81 0.00 301.0 4.4847E-05 1.81 1.81 0.00 306.0 3.9850E-05 1.80 1.80 0.00 304.6 3.7542E-05 1.80 1.80 0.00 303.7 3.2960E-05 1.80 1.80 0.00 314.1 6.0026E-05 1.80 1.80 0.00 326.5 6.0268E-05 1.80 1.80 0.00 335.0 4.0150E-05 1.80 1.80 0.00 314.4 6.6748E-05 1.79 1.79 0.00 318.9 8.9621E-05 1.79 1.79 0.00 318.5 9.6871E-05 1.79 1.79 0.00 327.5 8.9764E-05 1.79 1.79 0.00 329.2 7.4953E-05 1.79 1.79 0.00 333.3 6.8992E-05 1.79 1.79 0.00 340.9 9.2325E-05 1.78 1.78 0.00 348.9 1.9870E-04 1.78 1.78 0.00 388.3 1.7561E-04 1.78 1.78 0.00 374.8 2.6694E-04 1.78 1.78 0.00 373.4 6.5008E-04 1.78 1.78 0.00 377.4 8.4491E-04 1.78 1.78 0.00 421.9 1.4531E-03 1.78 1.78 0.00 491.1 1.4487E-03 1.77 1.77 0.00 503.1 1.2063E-03 1.77 1.77 0.00 503.2 2.3590E-03 1.77 1.77 0.00 491.4 1.0231E-03 1.77 1.77 0.00 428.7 5.2359E-04 1.77 1.77 0.00 364.3 2.8128E-04 1.77 1.77 0.00 317.4 1.1300E-04 1.77 1.77 0.00 260.4 4.9079E-05 1.77 1.77 0.00 260.3 5.1025E-05 1.76 1.76 0.00 309.8 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 38.80 38.74 38.90 38.87 39.10 39.01 39.20 39.14 39.30 39.27 39.50 39.40 39.60 39.53 39.70 39.66 39.80 39.78 40.00 39.92 40.10 40.06 40.30 40.19 40.40 40.31 40.50 40.42 40.60 40.56 40.80 40.70 40.90 40.84 41.00 40.96 41.20 41.08 41.30 41.23 41.40 41.37 41.50 41.49 41.70 41.61 41.80 41.74 41.90 41.88 42.10 42.01 42.20 42.14 42.40 42.29 42.50 42.42 42.60 42.56 42.80 42.70 42.90 42.81 43.00 42.92 43.10 43.05 43.30 43.19 43.40 43.34 43.60 43.51 k (m/s)FS50 FS 85 DE (q c1N)cs 3.2625E-05 1.76 1.76 0.00 326.2 1.0635E-05 1.76 1.76 0.00 298.2 7.3565E-06 1.76 1.76 0.00 287.1 7.3077E-06 1.76 1.76 0.00 295.3 1.4215E-05 1.76 1.76 0.00 325.1 2.4923E-05 1.76 1.76 0.00 350.7 2.9793E-05 1.76 1.76 0.00 359.6 3.3319E-05 1.75 1.75 0.00 363.9 3.3337E-05 1.75 1.75 0.00 366.2 3.2484E-05 1.75 1.75 0.00 370.6 3.1072E-05 1.75 1.75 0.00 375.0 3.2634E-05 1.75 1.75 0.00 376.4 3.4630E-05 1.75 1.75 0.00 378.4 2.5694E-05 1.75 1.75 0.00 372.9 2.0676E-05 1.75 1.75 0.00 373.1 1.8397E-05 1.75 1.75 0.00 374.1 1.5055E-05 1.75 1.75 0.00 363.6 1.3006E-05 1.74 1.74 0.00 350.5 1.1713E-05 1.74 1.74 0.00 331.5 1.1309E-05 1.74 1.74 0.00 318.7 1.3755E-05 1.74 1.74 0.00 312.9 1.6152E-05 1.74 1.74 0.00 313.7 1.8353E-05 1.74 1.74 0.00 321.0 1.6997E-05 1.74 1.74 0.00 319.6 1.1357E-05 1.74 1.74 0.00 302.4 6.1075E-06 1.74 1.74 0.00 277.5 4.7630E-06 1.75 1.75 0.00 260.6 4.8629E-06 1.75 1.75 0.00 254.6 4.3495E-06 1.73 1.73 0.00 248.7 4.8533E-06 1.24 1.24 0.00 208.3 2.8929E-06 1.19 1.19 0.00 204.5 2.2766E-06 1.13 1.13 0.00 199.2 2.1847E-06 1.07 1.07 0.00 194.2 2.4019E-06 0.98 0.98 0.00 187.3 2.7378E-06 0.89 0.89 0.00 179.7 3.0253E-06 0.84 0.84 0.00 176.0 3.1074E-06 0.83 0.83 0.00 175.0 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 43.70 43.65 43.80 43.75 43.90 43.86 44.10 44.01 44.30 44.19 44.40 44.34 44.50 44.45 44.60 44.57 44.80 44.71 44.90 44.84 45.00 44.96 45.20 45.10 45.30 45.21 45.40 45.32 45.50 45.43 45.60 45.55 45.70 45.68 45.90 45.80 46.00 45.93 46.10 46.07 46.30 46.20 46.40 46.33 46.60 46.48 46.70 46.63 46.80 46.74 46.90 46.86 47.10 47.01 47.20 47.16 47.30 47.27 47.40 47.38 47.60 47.54 47.80 47.69 47.90 47.84 48.10 48.03 48.20 48.18 48.30 48.27 48.40 48.37 k (m/s)FS50 FS 85 DE (q c1N)cs 2.9139E-06 0.82 0.82 0.00 174.7 2.4060E-06 0.87 0.87 0.00 178.4 2.0026E-06 0.95 0.95 0.00 184.6 2.5156E-06 1.00 1.00 0.00 188.6 2.3613E-06 1.03 1.03 0.00 191.2 1.3365E-06 1.07 1.07 0.00 194.7 1.1586E-06 1.12 1.12 0.00 198.8 1.4884E-06 1.17 1.17 0.00 202.6 1.8206E-06 1.22 1.22 0.00 206.7 2.5399E-06 1.23 1.23 0.00 208.1 3.9446E-06 1.31 1.31 0.00 214.2 7.2698E-06 1.41 1.41 0.00 223.1 1.1295E-05 1.61 1.61 0.00 240.1 1.1290E-05 1.73 1.73 0.00 260.4 9.4733E-06 1.73 1.73 0.00 265.6 8.1855E-06 1.73 1.73 0.00 274.7 8.3937E-06 1.72 1.72 0.00 285.2 8.9970E-06 1.72 1.72 0.00 302.1 9.8047E-06 1.72 1.72 0.00 313.8 9.0266E-06 1.72 1.72 0.00 310.2 6.8154E-06 1.72 1.72 0.00 294.5 5.2702E-06 1.72 1.72 0.00 276.6 4.8890E-06 1.73 1.73 0.00 265.9 4.6136E-06 1.73 1.73 0.00 260.6 4.7961E-06 1.73 1.73 0.00 256.3 5.0076E-06 1.74 1.74 0.00 253.1 5.6478E-06 1.73 1.73 0.00 261.0 6.5079E-06 1.72 1.72 0.00 281.9 7.3351E-06 1.71 1.71 0.00 311.7 7.6341E-06 1.71 1.71 0.00 353.1 9.5210E-06 1.71 1.71 0.00 390.5 8.7254E-06 1.71 1.71 0.00 378.5 8.5049E-06 1.71 1.71 0.00 333.8 9.8643E-06 1.71 1.71 0.00 297.4 9.0367E-06 1.71 1.71 0.00 293.7 9.0201E-06 1.71 1.71 0.00 293.6 9.5053E-06 1.71 1.71 0.00 297.5 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 48.60 48.50 48.70 48.62 48.80 48.76 49.00 48.89 49.10 49.02 49.20 49.15 49.40 49.28 49.50 49.42 49.60 49.56 49.70 49.69 49.90 49.81 k (m/s)FS50 FS 85 DE (q c1N)cs 9.1953E-06 1.71 1.71 0.00 330.3 1.3064E-05 1.71 1.71 0.00 359.7 7.5783E-05 1.71 1.71 0.00 328.5 5.2676E-05 1.71 1.71 0.00 373.4 1.4854E-04 1.71 1.71 0.00 423.1 9.7260E-06 1.72 1.72 0.00 272.6 1.5786E-06 1.27 1.27 0.00 211.0 5.6518E-08 2.00 2.00 0.00 39.3 7.5872E-09 2.00 2.00 0.00 19.4 1.1515E-09 1.00 9.9 3.0288E-10 1.00 7.8 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/4/2022 12:13:10 AM Project: Location: Project No.:CPT No.:Enclosure: Liquefaction Potential - CPT Data Pine Knot Motel 6302 W Coast Highway 8667-00 CPT-2 E-3 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM C: \ U s e r s \ r o b m a \ R M C C o s t a M e s a D r o p b o x \ E m p l o y e e L i s t \ E x p a n s i o n \ P r o j e c t s \ 8 6 0 0 - 8 6 9 9 - 0 0 R M C P r o j e c t F i l e s \ 8 6 6 7 - 0 0 - 6 3 0 2 W . C o a s t H wy , N B - P i n e K n o t M o t e l \ L i q u e f a c t i o n \ C P T - 2 \ G e o S u i t e _ 8 6 6 7 - 0 0 _ C P T - 2 . c s v Sensitive fine grained Organic soils - peats Clay to silty clay Silty clay to clayey silt Sandy silt to silty sand Silty sand to clean sand Dense sand to gravelly sand Clayey sand to very stiff sand Very stiff fine grained * * Overconsolidated or cemented Silt Correction: K=(1-FC)⁰ˑ⁷⁵ Earthquake & Groundwater Information: Magnitude = 7.1 Max. Acceleration = 0.75 g Project GW = 5 ft Maximum Settlement = 1.27 in Settl. at Bottom of Footing = 1.27 in Liquefaction: Robertson & Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Lateral spreading: Zhang et al (2004) M correction: [Sand] Idriss(1995); [Clay] Boulanger & Idriss(2004) σv correction: Idriss & Boulanger (2008) Stress reduction: Laio & Whiteman (1986) 0 5 SBTn 0 200 400 600 qc0 (tsf)|qc(tsf) 0246 fs (tsf) 123 Ic 00.51 τav(tsf) 00.51 CSR7.5|CRR7.5 01 FS 5 10 15 20 25 30 35 40 45 50 De p t h ( f t ) Project GW Boring GW Bottom of Footing Project: Location: Project No.:CPT No.:Enclosure: Seismic Settlement Potential - CPT Data Pine Knot Motel 6302 W Coast Highway 8667-00 CPT-2 E-4 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM C: \ U s e r s \ r o b m a \ R M C C o s t a M e s a D r o p b o x \ E m p l o y e e L i s t \ E x p a n s i o n \ P r o j e c t s \ 8 6 0 0 - 8 6 9 9 - 0 0 R M C P r o j e c t F i l e s \ 8 6 6 7 - 0 0 - 6 3 0 2 W . C o a s t H wy , N B - P i n e K n o t M o t e l \ L i q u e f a c t i o n \ C P T - 2 \ G e o S u i t e _ 8 6 6 7 - 0 0 _ C P T - 2 . c s v Sensitive fine grained Organic soils - peats Clay to silty clay Silty clay to clayey silt Sandy silt to silty sand Silty sand to clean sand Dense sand to gravelly sand Clayey sand to very stiff sand Very stiff fine grained * * Overconsolidated or cemented Silt Correction: K=(1-FC)⁰ˑ⁷⁵ Earthquake & Groundwater Information: Magnitude = 7.1 Max. Acceleration = 0.75 g Project GW = 5 ft Maximum Settlement = 1.27 in Settl. at Bottom of Footing = 1.27 in Liquefaction: Robertson & Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Lateral spreading: Zhang et al (2004) M correction: [Sand] Idriss(1995); [Clay] Boulanger & Idriss(2004) σv correction: Idriss & Boulanger (2008) Stress reduction: Laio & Whiteman (1986) 0 5 SBTn 0 200 400 600 qc0(tsf)|qc (tsf) 0246 fs (tsf) 123 Ic 00.51 CSR7.5|CRR7.5 01 FS 01020 γmax (%) 024 εv (%) 00.51 ΣSi (in) 5 10 15 20 25 30 35 40 45 50 De p t h ( f t ) Project GW Boring GW Bottom of Footing CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 0.20 0.12 3.0 0.00 0.00 3.0 0.38 1 83 0.00 0.00 11.4 4.8 0.06 1 2.78 4.9 0.00 4.8 0.30 0.28 9.5 0.00 0.01 9.5 0.05 1 79 0.01 0.01 35.8 15.2 0.05 5 2.29 15.2 1.00 15.2 0.50 0.40 16.3 0.03 0.02 16.3 0.21 7 95 0.02 0.02 61.7 26.2 0.21 5 2.12 26.2 1.00 26.2 0.60 0.53 22.8 0.08 0.02 22.8 0.33 7 102 0.02 0.02 86.3 36.7 0.33 6 2.04 36.7 1.00 36.7 0.70 0.67 30.5 0.12 0.02 30.5 0.40 7 106 0.03 0.03 115.1 48.9 0.40 6 1.96 49.0 1.00 48.9 0.90 0.82 40.6 0.25 0.02 40.6 0.61 7 112 0.04 0.04 153.5 65.2 0.61 6 1.94 65.3 1.22 79.5 1.00 0.95 46.9 0.30 0.02 46.9 0.64 8 114 0.05 0.05 177.3 75.3 0.64 6 1.89 75.4 1.18 88.6 1.10 1.06 54.3 0.31 0.03 54.3 0.58 8 115 0.05 0.05 205.0 87.1 0.58 6 1.82 87.2 1.11 97.1 1.30 1.20 55.0 0.36 0.03 55.0 0.66 8 116 0.06 0.06 207.5 88.2 0.66 6 1.84 88.3 1.13 100.1 1.40 1.35 62.4 0.39 0.02 62.4 0.63 8 117 0.07 0.07 235.7 100.2 0.63 6 1.79 100.3 1.09 109.5 1.50 1.48 62.7 0.41 0.02 62.7 0.66 8 117 0.08 0.08 236.6 100.6 0.66 6 1.80 100.7 1.10 110.5 1.60 1.59 60.3 0.43 0.02 60.3 0.71 8 117 0.08 0.08 227.8 96.8 0.71 6 1.83 97.0 1.12 108.7 1.80 1.71 59.8 0.42 0.02 59.8 0.69 8 117 0.09 0.09 225.7 95.9 0.70 6 1.83 96.1 1.12 107.6 2.00 1.86 57.2 0.37 0.03 57.2 0.65 8 116 0.10 0.10 215.7 91.7 0.65 6 1.83 91.8 1.12 102.8 2.10 2.01 57.8 0.37 0.03 57.8 0.64 8 116 0.11 0.11 218.1 92.7 0.65 6 1.82 92.9 1.12 103.5 2.20 2.13 58.1 0.38 0.03 58.1 0.65 8 116 0.11 0.11 219.1 93.1 0.65 6 1.82 93.3 1.12 103.9 2.30 2.24 58.1 0.38 0.03 58.1 0.65 8 116 0.12 0.12 219.2 93.2 0.65 6 1.82 93.4 1.12 104.0 2.40 2.37 59.5 0.38 0.03 59.5 0.64 8 116 0.13 0.13 224.6 95.4 0.64 6 1.81 95.6 1.11 105.6 2.60 2.50 61.0 0.40 0.02 61.0 0.65 8 117 0.14 0.14 230.2 97.8 0.66 6 1.81 98.1 1.11 108.1 2.70 2.63 60.5 0.42 0.03 60.5 0.70 8 117 0.14 0.14 228.1 96.9 0.70 6 1.83 97.2 1.12 108.6 2.80 2.75 59.0 0.44 0.03 59.0 0.75 8 118 0.15 0.15 222.5 94.6 0.75 6 1.85 94.8 1.14 107.8 2.90 2.86 56.2 0.45 0.03 56.3 0.80 8 118 0.16 0.16 212.0 90.1 0.81 6 1.89 90.4 1.17 105.5 3.00 2.98 53.8 0.43 0.03 53.8 0.81 8 117 0.16 0.16 202.7 86.2 0.81 6 1.90 86.4 1.19 102.2 3.20 3.11 52.0 0.41 0.03 52.0 0.78 8 117 0.17 0.17 195.9 83.2 0.78 6 1.91 83.5 1.19 99.0 3.30 3.23 50.9 0.39 0.03 50.9 0.76 8 116 0.18 0.18 191.6 81.4 0.76 6 1.91 81.7 1.19 96.9 3.40 3.32 50.3 0.35 0.03 50.3 0.70 8 115 0.18 0.18 189.6 80.6 0.71 6 1.89 80.9 1.18 94.7 3.50 3.45 50.4 0.28 0.03 50.4 0.55 8 114 0.19 0.19 189.9 80.7 0.56 6 1.84 81.0 1.13 91.0 3.60 3.59 50.2 0.28 0.03 50.2 0.56 8 114 0.20 0.20 189.1 80.4 0.56 6 1.84 80.7 1.13 90.9 3.70 3.68 48.4 0.28 0.03 48.4 0.58 8 114 0.20 0.20 182.1 77.4 0.58 6 1.86 77.7 1.15 88.8 3.80 3.76 47.1 0.27 0.04 47.1 0.57 8 113 0.21 0.21 177.2 75.3 0.57 6 1.87 75.6 1.15 86.8 3.90 3.88 53.5 0.27 0.05 53.5 0.51 8 114 0.22 0.22 201.4 85.6 0.51 6 1.80 86.0 1.10 93.9 4.10 4.01 56.7 0.33 0.05 56.7 0.58 8 115 0.22 0.22 213.6 90.8 0.58 6 1.80 91.1 1.10 100.1 4.20 4.15 59.9 0.35 0.04 59.9 0.58 8 116 0.23 0.23 225.7 95.9 0.58 6 1.78 96.3 1.09 104.5 4.40 4.29 62.1 0.34 0.05 62.1 0.54 8 116 0.24 0.24 233.8 99.3 0.54 6 1.75 99.7 1.07 106.2 4.50 4.44 64.0 0.33 0.05 64.0 0.52 8 116 0.25 0.25 241.1 102.4 0.52 6 1.73 102.8 1.06 108.1 4.70 4.58 67.9 0.37 0.06 67.9 0.54 8 117 0.26 0.26 255.9 108.7 0.55 6 1.72 109.2 1.05 114.0 4.80 4.72 69.9 0.34 0.05 69.9 0.48 8 116 0.26 0.26 263.0 111.9 0.48 6 1.68 112.3 1.00 111.9 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 4.90 4.85 71.2 0.30 0.05 71.2 0.42 8 115 0.27 0.27 260.3 113.9 0.42 6 1.65 114.3 1.00 113.9 5.00 4.96 67.2 0.32 0.05 67.2 0.47 8 115 0.28 0.28 240.3 107.6 0.47 6 1.69 108.0 1.00 107.6 5.10 5.06 68.2 0.33 0.05 68.2 0.48 8 116 0.28 0.28 240.3 109.1 0.49 6 1.69 109.5 1.00 109.1 5.30 5.20 68.7 0.35 0.06 68.7 0.51 8 116 0.29 0.29 238.8 109.9 0.51 6 1.70 110.3 1.04 113.7 5.40 5.34 70.0 0.35 0.05 70.0 0.50 8 116 0.30 0.29 240.1 111.9 0.50 6 1.69 112.4 1.03 115.0 5.50 5.46 70.0 0.35 0.05 70.0 0.50 8 116 0.31 0.29 237.8 112.0 0.50 6 1.69 112.5 1.03 115.2 5.70 5.59 68.5 0.23 0.05 68.5 0.33 8 113 0.32 0.30 230.0 109.6 0.33 6 1.61 110.1 1.00 109.6 5.80 5.73 66.5 0.24 0.05 66.5 0.35 8 113 0.32 0.30 220.5 106.3 0.36 6 1.63 106.9 1.00 106.3 5.90 5.85 58.9 0.24 0.06 58.9 0.41 8 113 0.33 0.30 193.1 94.1 0.42 6 1.71 94.6 1.00 94.1 6.00 5.98 58.5 0.27 0.06 58.5 0.45 8 114 0.34 0.31 189.7 93.4 0.46 6 1.74 94.0 1.00 93.4 6.20 6.11 57.6 0.27 0.06 57.6 0.48 8 114 0.34 0.31 184.7 92.0 0.48 6 1.75 92.5 1.00 92.0 6.30 6.24 53.6 0.29 0.06 53.6 0.54 8 114 0.35 0.31 170.1 85.6 0.54 6 1.81 86.2 1.10 94.6 6.40 6.38 50.2 0.30 0.06 50.2 0.59 8 114 0.36 0.32 157.2 80.0 0.60 6 1.85 80.6 1.14 91.4 6.60 6.52 45.9 0.30 0.05 45.9 0.66 7 114 0.37 0.32 142.0 73.1 0.67 6 1.91 73.7 1.19 87.3 6.70 6.66 40.1 0.31 0.05 40.1 0.77 7 114 0.38 0.32 122.6 63.8 0.78 6 2.00 64.4 1.29 82.3 6.80 6.79 38.3 0.32 0.05 38.3 0.83 7 114 0.38 0.33 115.9 61.0 0.84 6 2.03 61.6 1.34 81.4 7.00 6.92 45.5 0.32 0.05 45.5 0.71 7 115 0.39 0.33 136.3 72.4 0.71 6 1.93 73.1 1.21 87.9 7.10 7.08 50.8 0.35 0.05 50.8 0.69 8 115 0.40 0.34 150.4 80.9 0.69 6 1.89 81.6 1.17 94.6 7.20 7.18 50.7 0.37 0.05 50.7 0.74 8 116 0.41 0.34 148.9 80.8 0.74 6 1.90 81.5 1.18 95.6 7.40 7.31 67.8 0.40 0.05 67.8 0.60 8 117 0.41 0.34 197.5 108.3 0.60 6 1.75 108.9 1.06 115.1 7.60 7.50 87.1 0.50 0.05 87.1 0.58 8 119 0.42 0.35 250.2 139.3 0.58 6 1.65 140.0 1.00 139.0 7.70 7.67 102.5 0.46 0.06 102.6 0.45 9 119 0.43 0.35 290.6 164.1 0.45 6 1.53 164.8 1.00 164.1 7.90 7.81 112.1 0.48 0.06 112.1 0.43 9 120 0.44 0.36 314.2 179.4 0.43 6 1.48 180.1 1.00 179.4 8.00 7.96 100.0 0.59 0.06 100.0 0.59 9 121 0.45 0.36 276.7 159.9 0.59 6 1.61 160.7 1.00 159.9 8.20 8.12 120.3 0.73 0.06 120.3 0.61 9 123 0.46 0.36 328.6 192.5 0.61 6 1.55 193.2 1.00 192.5 8.30 8.27 124.6 0.78 0.07 124.6 0.63 9 124 0.47 0.37 336.3 198.6 0.63 6 1.55 199.4 1.00 198.6 8.40 8.37 128.2 0.81 0.07 128.2 0.63 9 124 0.48 0.37 343.2 203.6 0.64 6 1.55 204.3 1.00 203.6 8.60 8.49 131.1 0.85 0.07 131.1 0.65 9 124 0.48 0.38 347.5 207.1 0.65 6 1.55 207.9 1.00 207.1 8.70 8.62 134.9 0.86 0.07 134.9 0.64 9 125 0.49 0.38 353.8 212.0 0.64 6 1.54 212.8 1.00 212.0 8.80 8.76 139.0 0.82 0.07 139.0 0.59 9 124 0.50 0.38 360.4 217.2 0.59 6 1.50 218.0 1.00 217.2 9.00 8.90 141.8 0.75 0.07 141.8 0.53 9 124 0.51 0.39 363.5 220.3 0.53 6 1.47 221.1 1.00 220.3 9.10 9.03 145.7 0.72 0.07 145.7 0.49 9 123 0.52 0.39 369.9 225.3 0.50 6 1.44 226.1 1.00 225.3 9.20 9.16 151.1 0.75 0.07 151.1 0.50 9 124 0.53 0.40 379.6 232.4 0.50 6 1.43 233.2 1.00 232.4 9.40 9.30 159.8 0.78 0.07 159.8 0.49 9 124 0.54 0.40 397.3 244.6 0.49 6 1.41 245.4 1.00 244.6 9.40 9.40 167.2 0.78 0.07 167.2 0.47 9 124 0.54 0.40 412.4 254.8 0.47 6 1.39 255.7 1.00 254.8 9.60 9.53 179.6 0.79 0.07 179.6 0.44 9 125 0.55 0.41 438.7 272.4 0.44 6 1.35 273.3 1.00 272.4 9.70 9.68 189.2 0.76 0.08 189.2 0.40 9 125 0.56 0.41 457.0 285.4 0.40 7 1.31 286.3 1.00 285.4 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 9.80 9.79 198.3 0.52 0.07 198.3 0.26 9 122 0.57 0.42 475.3 298.1 0.26 7 1.18 298.9 1.00 298.1 10.00 9.89 206.6 0.55 0.07 206.6 0.27 9 122 0.57 0.42 491.7 309.4 0.27 7 1.17 310.3 1.00 309.4 10.10 10.01 214.6 0.62 0.08 214.6 0.29 9 123 0.58 0.42 506.4 320.1 0.29 7 1.18 320.9 1.00 320.1 10.20 10.13 211.7 0.72 0.09 211.7 0.34 9 124 0.59 0.43 495.3 314.4 0.34 7 1.23 315.3 1.00 314.4 10.30 10.26 221.7 0.83 0.09 221.7 0.38 9 126 0.59 0.43 513.7 327.6 0.38 7 1.24 328.5 1.00 327.6 10.40 10.39 227.5 0.94 0.09 227.5 0.41 9 127 0.60 0.43 522.3 334.7 0.41 7 1.26 335.6 1.00 334.7 10.50 10.48 234.2 1.04 0.10 234.2 0.44 9 127 0.61 0.44 534.1 343.4 0.44 7 1.27 344.3 1.00 343.4 10.70 10.61 242.7 1.15 0.10 242.7 0.47 9 128 0.62 0.44 548.0 354.1 0.48 7 1.28 355.0 1.00 354.1 10.80 10.78 244.6 1.19 0.10 244.6 0.48 9 129 0.63 0.45 545.4 354.6 0.49 7 1.29 355.6 1.00 354.6 10.90 10.90 247.0 1.22 0.10 247.0 0.49 9 129 0.64 0.45 546.0 356.6 0.49 7 1.29 357.5 1.00 356.6 11.10 11.00 249.9 1.29 0.11 249.9 0.52 9 129 0.64 0.45 548.2 359.3 0.52 7 1.31 360.3 1.00 359.3 11.20 11.12 252.8 1.35 0.11 252.8 0.53 9 130 0.65 0.46 549.8 362.0 0.53 7 1.31 362.9 1.00 362.0 11.30 11.25 251.8 1.36 0.11 251.9 0.54 9 130 0.66 0.46 542.5 358.9 0.54 7 1.32 359.8 1.00 358.9 11.40 11.38 250.0 1.41 0.11 250.0 0.57 9 130 0.67 0.47 533.4 354.5 0.57 7 1.34 355.5 1.00 354.5 11.60 11.49 249.2 1.51 0.11 249.2 0.61 9 130 0.67 0.47 527.5 352.0 0.61 6 1.36 352.9 1.00 352.0 11.70 11.62 249.0 1.66 0.11 249.0 0.67 9 131 0.68 0.48 522.2 350.1 0.67 6 1.40 351.0 1.00 350.1 11.80 11.73 245.8 1.73 0.11 245.8 0.70 9 131 0.69 0.48 511.3 344.1 0.70 6 1.42 345.1 1.00 344.1 12.00 11.86 236.5 1.75 0.12 236.5 0.74 9 131 0.70 0.48 487.4 329.6 0.74 6 1.45 330.6 1.00 329.6 12.10 12.04 231.8 1.61 0.12 231.9 0.69 9 131 0.71 0.49 471.7 321.0 0.69 6 1.43 322.0 1.00 321.0 12.30 12.19 231.8 1.82 0.12 231.8 0.79 9 132 0.72 0.50 466.7 319.3 0.79 6 1.48 320.3 1.00 319.3 12.30 12.30 211.3 1.94 0.12 211.3 0.92 9 132 0.73 0.50 422.0 289.8 0.92 6 1.55 290.8 1.00 289.8 12.50 12.41 222.7 2.17 0.12 222.8 0.97 9 133 0.73 0.50 441.5 304.4 0.98 6 1.56 305.4 1.00 304.4 12.60 12.55 224.5 2.36 0.13 224.5 1.05 9 133 0.74 0.51 440.6 305.2 1.05 6 1.58 306.3 1.00 305.2 12.80 12.70 224.1 2.46 0.13 224.1 1.10 9 134 0.75 0.51 435.3 303.2 1.10 6 1.60 304.2 1.00 303.2 12.90 12.83 221.2 2.52 0.13 221.3 1.14 9 134 0.76 0.52 425.8 297.9 1.14 6 1.62 298.9 1.00 297.9 13.00 12.96 213.7 2.54 0.13 213.8 1.19 9 134 0.77 0.52 407.7 286.7 1.19 6 1.64 287.5 0.99 285.2 13.20 13.10 208.6 2.51 0.13 208.6 1.21 9 134 0.78 0.53 394.0 279.2 1.21 6 1.66 279.3 1.00 280.3 13.30 13.21 207.6 2.49 0.13 207.6 1.20 9 134 0.79 0.53 389.2 276.8 1.20 6 1.66 276.9 1.00 277.9 13.40 13.34 207.8 2.47 0.13 207.8 1.19 9 134 0.80 0.54 386.1 275.7 1.20 6 1.66 275.9 1.00 276.6 13.60 13.50 212.8 2.36 0.13 212.9 1.11 9 133 0.81 0.54 391.4 280.1 1.11 6 1.63 281.1 1.00 280.1 13.70 13.63 217.1 2.18 0.14 217.1 1.00 9 133 0.82 0.55 395.9 284.5 1.01 6 1.59 285.6 1.00 284.5 13.80 13.76 221.2 1.92 0.14 221.2 0.87 9 132 0.82 0.55 400.0 288.6 0.87 6 1.54 289.7 1.00 288.6 14.00 13.92 222.7 1.47 0.14 222.8 0.66 9 130 0.83 0.56 398.9 289.3 0.66 6 1.45 290.4 1.00 289.3 14.10 14.08 223.0 1.22 0.14 223.0 0.55 9 129 0.84 0.56 395.5 288.2 0.55 6 1.39 289.2 1.00 288.2 14.30 14.21 218.0 0.99 0.14 218.0 0.45 9 127 0.85 0.57 383.7 280.6 0.45 6 1.35 281.7 1.00 280.6 14.40 14.34 216.5 0.84 0.14 216.5 0.39 9 126 0.86 0.57 378.3 277.6 0.39 7 1.31 278.7 1.00 277.6 14.50 14.47 220.4 0.89 0.14 220.4 0.40 9 126 0.87 0.57 382.4 281.7 0.40 7 1.31 282.8 1.00 281.7 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 14.70 14.60 223.2 0.84 0.14 223.2 0.38 9 126 0.88 0.58 384.5 284.3 0.38 7 1.29 285.4 1.00 284.3 14.80 14.75 225.9 0.89 0.14 225.9 0.39 9 126 0.89 0.58 386.0 286.5 0.39 7 1.30 287.6 1.00 286.5 14.90 14.84 225.0 0.84 0.14 225.1 0.37 9 126 0.89 0.59 382.6 284.7 0.38 7 1.29 285.8 1.00 284.7 15.00 14.91 226.7 0.75 0.14 226.7 0.33 10 125 0.90 0.59 383.9 286.2 0.33 7 1.25 287.4 1.00 286.2 15.10 15.05 237.9 0.82 0.14 237.9 0.34 10 126 0.91 0.59 400.1 299.4 0.34 7 1.25 300.5 1.00 299.4 15.20 15.18 239.4 0.89 0.14 239.4 0.37 10 126 0.91 0.60 399.7 300.2 0.37 7 1.27 301.3 1.00 300.2 15.40 15.33 240.2 1.16 0.12 240.2 0.48 9 128 0.92 0.60 397.8 299.9 0.48 6 1.34 301.1 1.00 299.9 15.50 15.46 239.4 1.21 0.12 239.4 0.50 9 129 0.93 0.61 393.7 297.9 0.51 6 1.36 299.1 1.00 297.9 15.60 15.57 236.4 1.19 0.12 236.4 0.50 9 128 0.94 0.61 386.3 293.2 0.50 6 1.36 294.4 1.00 293.2 15.80 15.72 235.7 1.08 0.12 235.7 0.46 9 128 0.95 0.61 382.1 291.2 0.46 6 1.34 292.4 1.00 291.2 15.90 15.86 239.8 1.02 0.12 239.8 0.43 10 127 0.96 0.62 385.9 295.2 0.43 7 1.31 296.4 1.00 295.2 16.10 15.99 248.6 0.86 0.12 248.6 0.35 10 126 0.97 0.62 397.4 305.0 0.35 7 1.24 306.2 1.00 305.0 16.20 16.12 256.2 0.82 0.12 256.3 0.32 10 126 0.97 0.63 407.0 313.3 0.32 7 1.21 314.5 1.00 313.3 16.30 16.25 262.8 0.85 0.12 262.9 0.32 10 126 0.98 0.63 414.7 320.4 0.32 7 1.21 321.6 1.00 320.4 16.40 16.38 264.3 0.77 0.12 264.4 0.29 10 126 0.99 0.64 414.4 321.2 0.29 7 1.18 322.4 1.00 321.2 16.60 16.50 263.0 0.76 0.13 263.0 0.29 10 125 1.00 0.64 409.9 318.6 0.29 7 1.18 319.8 1.00 318.6 16.70 16.63 259.7 0.51 0.13 259.7 0.20 10 122 1.01 0.64 402.2 313.6 0.20 7 1.10 314.8 1.00 313.6 16.80 16.76 256.9 0.48 0.13 256.9 0.19 10 122 1.01 0.65 395.4 309.3 0.19 7 1.09 310.5 1.00 309.3 16.90 16.88 249.0 0.58 0.09 249.0 0.23 10 123 1.02 0.65 381.0 298.8 0.23 7 1.15 300.1 1.00 298.8 17.10 17.00 255.7 0.81 0.08 255.7 0.32 10 126 1.03 0.65 389.1 306.0 0.32 7 1.22 307.3 1.00 306.0 17.20 17.13 260.3 0.94 0.09 260.3 0.36 10 127 1.04 0.66 393.6 310.6 0.36 7 1.25 311.8 1.00 310.6 17.30 17.26 259.1 0.90 0.09 259.1 0.35 10 127 1.05 0.66 389.2 308.1 0.35 7 1.24 309.4 1.00 308.1 17.50 17.41 253.6 1.02 0.09 253.6 0.40 10 128 1.06 0.67 378.2 300.5 0.41 7 1.29 301.7 1.00 300.5 17.60 17.54 252.5 1.10 0.08 252.5 0.43 10 128 1.06 0.67 374.1 298.2 0.44 7 1.31 299.4 1.00 298.2 17.70 17.64 247.7 1.16 0.09 247.8 0.47 10 128 1.07 0.68 365.3 291.8 0.47 6 1.34 293.1 1.00 291.8 17.80 17.74 247.1 1.20 0.09 247.1 0.49 9 129 1.08 0.68 362.5 290.3 0.49 6 1.35 291.6 1.00 290.3 18.00 17.90 247.4 1.31 0.09 247.4 0.53 9 129 1.09 0.68 360.1 289.5 0.53 6 1.38 290.8 1.00 289.5 18.10 18.06 247.5 1.39 0.09 247.5 0.56 9 130 1.10 0.69 357.5 288.6 0.56 6 1.40 289.8 1.00 288.6 18.30 18.20 247.5 1.33 0.09 247.5 0.54 9 129 1.11 0.69 355.0 287.5 0.54 6 1.39 288.8 1.00 287.5 18.40 18.33 245.7 1.30 0.09 245.7 0.53 9 129 1.11 0.70 350.2 284.5 0.53 6 1.39 285.8 1.00 284.5 18.50 18.43 245.2 1.26 0.10 245.2 0.51 9 129 1.12 0.70 347.8 283.3 0.52 6 1.38 284.6 1.00 283.3 18.60 18.52 246.9 1.22 0.10 246.9 0.49 9 129 1.13 0.70 348.8 284.7 0.50 6 1.37 286.0 1.00 284.7 18.70 18.63 248.1 1.17 0.10 248.1 0.47 9 128 1.13 0.71 348.6 285.3 0.47 6 1.35 286.6 1.00 285.3 18.90 18.78 244.7 1.11 0.10 244.7 0.45 10 128 1.14 0.71 341.5 280.4 0.46 6 1.35 281.7 1.00 280.4 19.00 18.91 241.9 1.03 0.10 241.9 0.43 10 127 1.15 0.72 335.5 276.3 0.43 6 1.33 277.6 1.00 276.3 19.10 19.03 238.7 0.96 0.10 238.7 0.40 10 127 1.16 0.72 329.2 271.8 0.41 7 1.32 273.2 1.00 271.8 19.20 19.14 235.2 0.99 0.10 235.3 0.42 9 127 1.17 0.73 322.9 267.3 0.42 6 1.34 268.6 1.00 267.3 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 19.40 19.27 234.8 0.94 0.11 234.9 0.40 10 127 1.17 0.73 320.4 266.0 0.40 7 1.33 267.4 1.00 266.0 19.50 19.45 237.0 0.98 0.11 237.0 0.41 10 127 1.19 0.74 320.8 267.4 0.41 6 1.34 268.7 1.00 267.4 19.60 19.56 215.9 1.06 0.10 216.0 0.49 9 127 1.19 0.74 290.8 242.9 0.49 6 1.42 244.3 1.00 242.9 19.70 19.65 229.9 1.13 0.10 230.0 0.49 9 128 1.20 0.74 308.5 258.3 0.49 6 1.40 259.6 1.00 258.3 19.80 19.76 233.3 1.18 0.10 233.3 0.50 9 128 1.21 0.75 311.5 261.4 0.51 6 1.40 262.8 1.00 261.4 20.00 19.89 230.2 1.18 0.10 230.2 0.51 9 128 1.21 0.75 305.5 257.1 0.52 6 1.41 258.5 1.00 257.1 20.10 20.03 228.8 1.07 0.10 228.8 0.47 9 128 1.22 0.75 301.9 254.8 0.47 6 1.39 256.2 1.00 254.8 20.20 20.17 228.8 0.90 0.10 228.8 0.39 9 126 1.23 0.76 300.0 254.0 0.40 6 1.34 255.4 1.00 254.0 20.40 20.31 233.8 0.79 0.10 233.8 0.34 10 125 1.24 0.76 304.8 258.8 0.34 7 1.29 260.2 1.00 258.8 20.50 20.43 238.1 0.80 0.09 238.1 0.34 10 126 1.25 0.77 309.0 263.0 0.34 7 1.29 264.4 1.00 263.0 20.60 20.56 238.1 0.82 0.10 238.2 0.35 10 126 1.26 0.77 307.3 262.3 0.35 7 1.30 263.7 1.00 262.3 20.80 20.71 238.2 0.84 0.10 238.2 0.35 10 126 1.27 0.78 305.5 261.6 0.35 7 1.30 263.0 1.00 261.6 21.00 20.87 244.1 0.85 0.10 244.1 0.35 10 126 1.28 0.78 311.0 267.2 0.35 7 1.29 268.6 1.00 267.2 21.10 21.03 257.1 0.87 0.11 257.1 0.34 10 126 1.29 0.79 325.6 280.6 0.34 7 1.27 282.0 1.00 280.6 21.20 21.16 266.2 0.78 0.10 266.3 0.29 10 126 1.29 0.79 335.4 289.8 0.29 7 1.22 291.2 1.00 289.8 21.30 21.26 272.9 0.69 0.11 272.9 0.25 10 125 1.30 0.79 342.5 296.5 0.25 7 1.17 297.9 1.00 296.5 21.40 21.37 274.9 0.65 0.11 274.9 0.24 10 124 1.31 0.80 343.5 298.0 0.24 7 1.16 299.4 1.00 298.0 21.50 21.48 275.9 0.63 0.11 275.9 0.23 10 124 1.31 0.80 343.3 298.5 0.23 7 1.15 299.9 1.00 298.5 21.70 21.61 280.4 0.65 0.11 280.4 0.23 10 124 1.32 0.80 347.1 302.6 0.23 7 1.15 304.0 1.00 302.6 21.80 21.77 283.0 0.60 0.11 283.0 0.21 10 124 1.33 0.81 348.2 304.4 0.21 7 1.13 305.9 1.00 304.4 21.90 21.88 283.6 0.56 0.11 283.6 0.20 10 123 1.34 0.81 347.6 304.5 0.20 7 1.11 305.9 1.00 304.5 22.10 22.01 285.6 0.68 0.11 285.6 0.24 10 125 1.35 0.82 348.3 305.9 0.24 7 1.15 307.4 1.00 305.9 22.20 22.14 280.1 0.70 0.11 280.1 0.25 10 125 1.36 0.82 339.8 299.2 0.25 7 1.17 300.6 1.00 299.2 22.30 22.26 267.3 0.72 0.09 267.3 0.27 10 125 1.36 0.82 322.8 284.8 0.27 7 1.21 286.3 1.00 284.8 22.50 22.39 268.0 0.77 0.09 268.0 0.29 10 125 1.37 0.83 322.0 284.9 0.29 7 1.22 286.3 1.00 284.9 22.60 22.52 275.1 0.74 0.09 275.1 0.27 10 125 1.38 0.83 328.9 291.7 0.27 7 1.20 293.2 1.00 291.7 22.80 22.67 279.5 0.61 0.09 279.5 0.22 10 124 1.39 0.84 332.3 295.5 0.22 7 1.14 297.0 1.00 295.5 22.90 22.81 280.6 0.64 0.09 280.6 0.23 10 124 1.40 0.84 331.9 295.9 0.23 7 1.15 297.4 1.00 295.9 23.00 22.92 277.4 0.73 0.09 277.4 0.26 10 125 1.40 0.84 326.8 292.0 0.26 7 1.19 293.4 1.00 292.0 23.10 23.05 271.6 0.85 0.09 271.6 0.31 10 126 1.41 0.85 318.3 285.1 0.32 7 1.24 286.6 1.00 285.1 23.20 23.18 260.1 0.79 0.10 260.1 0.31 10 126 1.42 0.85 303.4 272.3 0.31 7 1.25 273.8 1.00 272.3 23.40 23.31 249.7 0.67 0.10 249.7 0.27 10 124 1.43 0.86 289.8 260.8 0.27 7 1.24 262.3 1.00 260.8 23.60 23.47 256.2 0.63 0.10 256.2 0.25 10 124 1.44 0.86 295.6 266.8 0.25 7 1.21 268.3 1.00 266.8 23.60 23.60 262.6 0.62 0.10 262.6 0.24 10 124 1.45 0.87 301.6 272.8 0.24 7 1.19 274.3 1.00 272.8 23.80 23.72 264.7 0.61 0.10 264.7 0.23 10 124 1.45 0.87 302.8 274.5 0.23 7 1.19 276.0 1.00 274.5 23.90 23.84 266.6 0.63 0.10 266.6 0.24 10 124 1.46 0.87 303.7 275.9 0.24 7 1.19 277.4 1.00 275.9 24.10 23.99 267.3 0.64 0.10 267.3 0.24 10 124 1.47 0.88 302.8 275.8 0.24 7 1.19 277.3 1.00 275.8 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 24.20 24.14 268.1 0.66 0.10 268.1 0.25 10 124 1.48 0.88 302.1 275.9 0.25 7 1.20 277.5 1.00 275.9 24.40 24.29 268.5 0.60 0.10 268.5 0.22 10 124 1.49 0.89 301.0 275.6 0.23 7 1.18 277.1 1.00 275.6 24.50 24.44 271.2 0.54 0.10 271.2 0.20 10 123 1.50 0.89 302.5 277.7 0.20 7 1.15 279.2 1.00 277.7 24.60 24.56 279.4 0.66 0.09 279.4 0.24 10 125 1.51 0.90 310.4 285.6 0.24 7 1.18 287.1 1.00 285.6 24.70 24.66 254.3 0.77 0.08 254.4 0.30 10 125 1.51 0.90 281.4 259.3 0.30 7 1.27 260.9 1.00 259.3 24.80 24.77 272.3 0.96 0.07 272.3 0.35 10 127 1.52 0.90 300.2 277.2 0.35 7 1.28 278.7 1.00 277.2 25.00 24.90 272.8 1.09 0.08 272.8 0.40 10 128 1.53 0.91 299.4 277.1 0.40 7 1.32 278.6 1.00 277.1 25.10 25.02 273.6 1.25 0.08 273.7 0.46 10 129 1.53 0.91 299.0 277.3 0.46 6 1.35 278.9 1.00 277.3 25.20 25.15 274.1 1.36 0.08 274.1 0.50 10 130 1.54 0.91 298.1 277.1 0.50 6 1.38 278.7 1.00 277.1 25.40 25.29 276.5 1.26 0.08 276.5 0.45 10 129 1.55 0.92 299.2 278.8 0.46 6 1.35 280.4 1.00 278.8 25.50 25.43 275.8 1.33 0.08 275.8 0.48 10 130 1.56 0.92 296.8 277.3 0.49 6 1.37 278.9 1.00 277.3 25.60 25.57 276.3 1.40 0.08 276.3 0.51 10 130 1.57 0.93 295.8 277.1 0.51 6 1.38 278.7 1.00 277.1 25.70 25.69 279.0 1.40 0.08 279.0 0.50 10 130 1.58 0.93 297.4 279.2 0.51 6 1.38 280.8 1.00 279.2 25.90 25.82 284.3 1.53 0.08 284.3 0.54 10 131 1.59 0.94 301.6 283.9 0.54 6 1.39 285.5 1.00 283.9 26.00 25.96 282.9 1.62 0.08 282.9 0.57 10 131 1.60 0.94 298.7 281.8 0.58 6 1.41 283.4 1.00 281.8 26.10 26.09 285.8 1.62 0.08 285.8 0.57 10 131 1.60 0.95 300.2 284.0 0.57 6 1.41 285.6 1.00 284.0 26.30 26.21 286.1 1.73 0.08 286.1 0.60 10 132 1.61 0.95 299.2 283.6 0.61 6 1.43 285.2 1.00 283.6 26.40 26.34 287.1 1.85 0.09 287.1 0.64 9 132 1.62 0.96 298.9 284.0 0.65 6 1.45 285.6 1.00 284.0 26.50 26.46 284.6 1.92 0.09 284.6 0.68 9 133 1.63 0.96 294.9 280.8 0.68 6 1.46 282.4 1.00 280.8 26.70 26.61 279.7 1.94 0.09 279.7 0.69 9 133 1.64 0.96 288.3 275.3 0.70 6 1.48 276.9 1.00 275.3 26.80 26.74 276.8 1.96 0.09 276.8 0.71 9 133 1.65 0.97 283.9 271.7 0.71 6 1.49 273.3 1.00 271.7 26.90 26.87 274.8 1.97 0.09 274.8 0.72 9 133 1.66 0.97 280.5 269.1 0.72 6 1.50 270.7 1.00 269.1 27.10 27.03 270.8 2.06 0.09 270.8 0.76 9 133 1.67 0.98 274.8 264.4 0.77 6 1.52 266.0 1.00 264.4 27.20 27.16 266.9 2.29 0.09 266.9 0.86 9 134 1.68 0.98 269.6 260.0 0.86 6 1.56 261.6 1.00 260.0 27.30 27.26 260.9 2.10 0.09 260.9 0.80 9 133 1.68 0.99 262.5 253.6 0.81 6 1.55 255.2 1.00 253.6 27.50 27.40 241.8 1.80 0.09 241.9 0.74 9 132 1.69 0.99 242.0 234.4 0.75 6 1.55 236.0 1.00 234.4 27.60 27.52 222.9 1.65 0.08 222.9 0.75 9 131 1.70 1.00 221.9 215.4 0.75 6 1.58 217.0 1.00 215.4 27.70 27.65 234.0 1.43 0.09 234.0 0.61 9 130 1.71 1.00 232.1 225.7 0.62 6 1.50 227.4 1.00 225.7 27.90 27.81 256.5 1.34 0.07 256.5 0.52 9 130 1.72 1.01 253.2 247.0 0.53 6 1.43 248.6 1.00 247.0 28.00 27.97 265.7 1.38 0.07 265.7 0.52 10 130 1.73 1.01 260.9 255.2 0.52 6 1.41 256.8 1.00 255.2 28.20 28.10 266.1 1.43 0.08 266.1 0.54 10 130 1.74 1.02 260.2 255.0 0.54 6 1.43 256.6 1.00 255.0 28.30 28.22 266.4 1.45 0.08 266.4 0.54 10 130 1.74 1.02 259.4 254.7 0.55 6 1.43 256.4 1.00 254.7 28.40 28.36 263.3 1.61 0.08 263.3 0.61 9 131 1.75 1.02 255.2 251.1 0.62 6 1.47 252.8 1.00 251.1 28.60 28.50 262.6 1.91 0.08 262.6 0.73 9 132 1.76 1.03 253.3 249.9 0.73 6 1.52 251.6 1.00 249.9 28.70 28.64 245.9 2.01 0.08 245.9 0.82 9 133 1.77 1.03 236.0 233.4 0.82 6 1.58 235.1 1.00 233.4 28.80 28.77 223.9 1.86 0.08 223.9 0.83 9 132 1.78 1.04 213.8 211.8 0.84 6 1.61 213.5 1.00 211.8 29.00 28.90 211.2 1.55 0.08 211.2 0.73 9 130 1.79 1.04 200.6 199.2 0.74 6 1.60 200.9 1.00 199.2 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 29.10 29.02 224.3 1.31 0.08 224.4 0.58 9 129 1.80 1.05 212.4 211.4 0.59 6 1.51 213.1 1.00 211.4 29.20 29.15 244.9 1.21 0.08 245.0 0.49 9 129 1.81 1.05 231.1 230.5 0.50 6 1.44 232.2 1.00 230.5 29.40 29.30 251.3 1.22 0.08 251.3 0.49 9 129 1.82 1.06 236.1 235.9 0.49 6 1.42 237.7 1.00 235.9 29.50 29.45 249.4 1.20 0.08 249.4 0.48 9 129 1.82 1.06 233.1 233.5 0.48 6 1.42 235.3 1.00 233.5 29.70 29.58 243.3 1.25 0.09 243.3 0.51 9 129 1.83 1.07 226.4 227.3 0.52 6 1.45 229.0 1.00 227.3 29.90 29.77 229.8 1.32 0.09 229.8 0.58 9 129 1.85 1.07 212.5 214.0 0.58 6 1.50 215.7 1.00 214.0 30.00 29.93 226.6 1.43 0.09 226.6 0.63 9 130 1.86 1.08 208.5 210.5 0.64 6 1.53 212.2 1.00 210.5 30.20 30.09 217.8 1.02 0.09 217.8 0.47 9 127 1.87 1.08 199.3 201.7 0.47 6 1.47 203.4 1.00 201.7 30.30 30.26 183.6 0.93 0.09 183.6 0.50 9 126 1.88 1.09 166.9 169.3 0.51 6 1.55 171.1 1.00 169.3 30.50 30.40 201.1 0.88 0.07 201.1 0.44 9 126 1.89 1.09 182.3 185.2 0.44 6 1.48 187.0 1.00 185.2 30.60 30.52 196.8 0.82 0.08 196.8 0.42 9 125 1.89 1.10 177.7 180.9 0.42 6 1.47 182.7 1.00 180.9 30.70 30.64 197.7 0.78 0.08 197.7 0.40 9 125 1.90 1.10 177.9 181.4 0.40 6 1.46 183.2 1.00 181.4 30.90 30.80 209.6 0.85 0.07 209.6 0.41 9 126 1.91 1.11 187.8 192.0 0.41 6 1.45 193.8 1.00 192.0 31.00 30.93 215.3 0.91 0.07 215.3 0.42 9 126 1.92 1.11 192.3 196.9 0.43 6 1.45 198.7 1.00 196.9 31.10 31.04 215.6 0.99 0.08 215.6 0.46 9 127 1.93 1.11 191.9 196.9 0.46 6 1.47 198.6 1.00 196.9 31.30 31.20 217.2 1.04 0.07 217.2 0.48 9 127 1.94 1.12 192.4 197.9 0.48 6 1.48 199.6 1.00 197.9 31.40 31.33 228.3 1.18 0.07 228.3 0.52 9 128 1.94 1.12 201.6 207.7 0.52 6 1.48 209.5 1.00 207.7 31.50 31.45 232.5 1.39 0.07 232.5 0.60 9 130 1.95 1.13 204.6 211.2 0.60 6 1.52 213.0 1.00 211.2 31.60 31.58 229.6 1.51 0.07 229.7 0.66 9 130 1.96 1.13 201.3 208.1 0.66 6 1.55 209.9 1.00 208.1 31.80 31.70 221.0 1.62 0.07 221.0 0.73 9 131 1.97 1.14 192.9 199.8 0.74 6 1.59 201.6 1.00 199.8 31.90 31.84 212.5 1.68 0.07 212.5 0.79 9 131 1.98 1.14 184.7 191.7 0.80 6 1.63 193.5 1.00 191.7 32.00 31.96 210.7 1.63 0.07 210.7 0.77 9 131 1.99 1.14 182.4 189.7 0.78 6 1.63 191.5 1.00 189.7 32.20 32.12 210.2 1.57 0.07 210.2 0.75 9 130 2.00 1.15 181.1 188.8 0.76 6 1.62 190.6 1.00 188.8 32.30 32.27 222.2 1.61 0.08 222.2 0.73 9 131 2.01 1.15 190.7 199.2 0.73 6 1.59 201.0 1.00 199.2 32.40 32.39 234.7 1.85 0.07 234.7 0.79 9 132 2.01 1.16 200.8 210.2 0.79 6 1.60 212.0 1.00 210.2 32.60 32.51 236.2 1.80 0.07 236.2 0.76 9 132 2.02 1.16 201.3 211.1 0.77 6 1.59 212.9 1.00 211.1 32.70 32.63 233.8 1.86 0.08 233.8 0.80 9 132 2.03 1.17 198.6 208.5 0.80 6 1.61 210.4 1.00 208.5 32.80 32.76 220.4 1.72 0.07 220.4 0.78 9 131 2.04 1.17 186.4 196.1 0.79 6 1.62 197.9 1.00 196.1 33.00 32.90 220.9 1.50 0.07 220.9 0.68 9 130 2.05 1.18 186.0 196.1 0.69 6 1.58 198.0 1.00 196.1 33.10 33.03 218.0 1.34 0.07 218.0 0.61 9 129 2.06 1.18 182.9 193.2 0.62 6 1.55 195.0 1.00 193.2 33.20 33.16 245.8 1.26 0.07 245.8 0.51 9 129 2.06 1.19 205.7 217.7 0.52 6 1.46 219.5 1.00 217.7 33.30 33.29 258.6 1.26 0.07 258.6 0.49 10 129 2.07 1.19 215.6 228.6 0.49 6 1.43 230.5 1.00 228.6 33.50 33.43 253.8 1.34 0.07 253.8 0.53 9 130 2.08 1.19 210.8 224.0 0.53 6 1.46 225.8 1.00 224.0 33.60 33.57 251.1 1.55 0.07 251.1 0.62 9 131 2.09 1.20 207.7 221.1 0.62 6 1.51 223.0 1.00 221.1 33.80 33.69 254.9 1.67 0.07 254.9 0.65 9 131 2.10 1.20 210.1 224.0 0.66 6 1.53 225.9 1.00 224.0 33.90 33.83 263.9 1.68 0.07 263.9 0.64 9 131 2.11 1.21 216.7 231.6 0.64 6 1.51 233.4 1.00 231.6 34.00 33.96 296.5 1.89 0.07 296.5 0.64 10 133 2.12 1.21 242.9 260.0 0.64 6 1.47 261.8 1.00 260.0 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 34.20 34.10 353.4 2.36 0.07 353.4 0.67 10 135 2.13 1.22 288.5 309.5 0.67 6 1.43 311.4 1.00 309.5 34.30 34.25 368.6 2.84 0.08 368.6 0.77 10 136 2.14 1.22 299.7 322.1 0.78 6 1.47 324.0 1.00 322.1 34.40 34.36 359.5 3.25 0.08 359.5 0.90 9 137 2.14 1.23 291.2 313.6 0.91 6 1.53 315.5 1.00 313.6 34.50 34.47 357.7 3.08 0.08 357.7 0.86 9 137 2.15 1.23 288.9 311.6 0.87 6 1.51 313.5 1.00 311.6 34.70 34.61 364.0 3.60 0.08 364.0 0.99 9 138 2.16 1.24 292.7 316.4 1.00 6 1.56 318.3 1.00 316.4 34.80 34.74 362.6 4.24 0.08 362.6 1.17 9 139 2.17 1.24 290.4 314.5 1.18 6 1.61 316.4 1.00 314.5 34.90 34.86 355.5 4.66 0.09 355.5 1.31 9 140 2.18 1.25 283.6 307.4 1.32 6 1.66 309.6 1.01 309.1 35.10 35.02 363.6 5.05 0.09 363.7 1.39 9 140 2.19 1.25 288.7 313.5 1.40 6 1.68 315.9 1.02 318.6 35.20 35.15 372.5 5.14 0.09 372.5 1.38 9 141 2.20 1.26 294.6 320.7 1.39 6 1.67 323.0 1.01 324.0 35.30 35.26 379.6 5.15 0.09 379.6 1.36 9 141 2.21 1.26 299.2 326.4 1.36 6 1.66 328.6 1.00 327.5 35.50 35.39 394.8 5.12 0.09 394.8 1.30 9 141 2.21 1.27 310.0 339.1 1.30 6 1.63 341.1 1.00 339.1 35.60 35.53 407.8 5.42 0.10 407.8 1.33 9 141 2.22 1.27 318.9 349.6 1.34 6 1.63 351.5 1.00 349.6 35.70 35.67 434.1 5.30 0.10 434.1 1.22 9 141 2.23 1.28 338.0 371.4 1.23 6 1.59 373.4 1.00 371.4 35.90 35.82 451.1 4.65 0.11 451.2 1.03 9 140 2.25 1.28 349.8 385.2 1.04 6 1.52 387.1 1.00 385.2 36.00 35.94 509.1 3.83 0.11 509.1 0.75 10 139 2.25 1.29 393.5 434.1 0.76 6 1.38 436.1 1.00 434.1 36.10 36.05 620.7 3.74 0.12 620.7 0.60 10 140 2.26 1.29 478.6 528.9 0.60 7 1.25 530.8 1.00 528.9 36.20 36.17 712.2 3.47 0.13 712.2 0.49 10 139 2.27 1.30 547.4 606.0 0.49 7 1.14 608.0 1.00 606.0 36.40 36.30 777.3 3.52 0.12 777.3 0.45 10 140 2.28 1.30 595.3 660.3 0.45 7 1.09 662.3 1.00 660.3 36.50 36.44 754.1 4.75 0.12 754.1 0.63 10 142 2.29 1.31 575.0 639.2 0.63 7 1.22 641.1 1.00 639.2 36.60 36.57 664.7 3.33 0.12 664.8 0.50 10 139 2.30 1.31 504.8 562.2 0.50 7 1.17 564.1 1.00 562.2 36.80 36.70 471.1 3.10 0.12 471.1 0.67 10 138 2.31 1.32 355.8 397.0 0.66 6 1.36 399.0 1.00 397.0 36.90 36.82 373.8 3.13 0.13 373.8 0.84 9 137 2.31 1.32 281.1 314.1 0.84 6 1.50 316.1 1.00 314.1 37.00 36.94 317.4 3.38 0.13 317.4 1.06 9 137 2.32 1.33 237.6 266.0 1.07 6 1.63 267.9 1.00 266.0 37.20 37.08 274.5 4.20 0.13 274.5 1.53 8 138 2.33 1.33 204.4 226.9 1.54 6 1.79 231.2 1.09 248.3 37.30 37.22 259.3 4.85 0.13 259.3 1.87 8 139 2.34 1.34 192.2 212.5 1.89 6 1.88 218.0 1.16 246.6 37.40 37.35 256.7 5.07 0.14 256.7 1.98 8 140 2.35 1.34 189.6 209.6 1.99 6 1.90 215.5 1.18 247.3 37.60 37.48 246.4 5.23 0.14 246.4 2.13 8 140 2.36 1.35 181.2 200.1 2.14 6 1.93 206.4 1.22 243.2 37.70 37.62 226.4 5.43 0.14 226.4 2.40 7 140 2.37 1.35 165.6 182.4 2.42 5 2.00 189.3 1.29 235.5 37.80 37.76 204.6 5.30 0.13 204.6 2.59 7 139 2.38 1.36 149.0 163.6 2.62 5 2.05 170.7 1.37 223.8 38.00 37.91 191.8 5.10 0.13 191.8 2.66 7 139 2.39 1.36 138.9 152.5 2.69 5 2.08 159.7 1.41 215.1 38.10 38.03 185.2 4.68 0.12 185.2 2.53 7 138 2.40 1.37 133.6 146.9 2.56 5 2.07 153.9 1.40 205.5 38.30 38.18 184.4 4.60 0.12 184.4 2.50 7 138 2.41 1.37 132.5 146.0 2.53 5 2.07 153.0 1.39 203.6 38.40 38.34 217.3 4.77 0.13 217.3 2.20 7 139 2.42 1.38 155.8 173.1 2.22 6 1.98 179.9 1.27 219.8 38.50 38.46 286.9 5.60 0.13 286.9 1.96 8 141 2.43 1.38 205.5 230.8 1.97 6 1.87 237.1 1.15 266.3 38.60 38.58 316.8 5.81 0.11 316.8 1.84 8 141 2.44 1.39 226.3 255.4 1.85 6 1.82 261.3 1.12 285.3 38.70 38.68 332.0 5.99 0.10 332.0 1.81 8 141 2.44 1.39 236.6 267.8 1.82 6 1.80 273.5 1.10 295.7 38.90 38.80 312.6 5.98 0.10 312.6 1.91 8 141 2.45 1.40 221.9 250.8 1.93 6 1.84 257.0 1.13 283.8 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 39.00 38.93 288.3 5.81 0.10 288.3 2.02 8 141 2.46 1.40 203.7 229.8 2.03 6 1.88 236.6 1.16 267.6 39.10 39.06 273.6 5.66 0.10 273.6 2.07 8 141 2.47 1.41 192.5 217.1 2.09 6 1.90 224.1 1.19 257.4 39.30 39.21 268.7 5.26 0.10 268.7 1.96 8 140 2.48 1.41 188.3 212.9 1.98 6 1.89 219.7 1.17 249.7 39.40 39.36 253.5 5.46 0.09 253.5 2.16 8 140 2.49 1.42 176.8 199.5 2.18 6 1.94 206.8 1.22 243.4 39.50 39.47 230.5 5.77 0.09 230.5 2.50 7 140 2.50 1.42 160.1 179.6 2.53 5 2.02 187.8 1.31 236.0 39.70 39.60 179.0 5.50 0.09 179.1 3.08 7 139 2.51 1.43 123.5 137.1 3.12 8 2.16 145.6 1.55 213.0 39.80 39.76 157.6 5.41 0.09 157.7 3.45 6 139 2.52 1.44 108.1 119.3 3.48 8 2.23 127.9 1.73 206.0 40.00 39.89 165.5 5.41 0.09 165.5 3.27 6 139 2.53 1.44 113.2 125.4 3.32 8 2.20 134.1 1.65 207.3 40.00 40.00 176.7 5.52 0.09 176.7 3.13 7 139 2.54 1.44 120.6 134.1 3.17 8 2.17 142.9 1.58 211.6 40.20 40.12 194.6 5.40 0.07 194.6 2.78 7 139 2.54 1.45 132.5 148.5 2.81 5 2.10 157.1 1.45 214.6 40.30 40.25 188.0 4.93 0.07 188.0 2.62 7 139 2.55 1.45 127.6 143.2 2.66 5 2.09 151.6 1.43 204.5 40.50 40.41 168.8 4.15 0.07 168.8 2.46 7 137 2.56 1.46 113.9 127.9 2.50 5 2.10 135.8 1.44 184.6 40.60 40.56 157.8 3.48 0.07 157.9 2.20 7 136 2.58 1.47 105.9 119.4 2.24 5 2.08 126.8 1.41 168.8 40.80 40.68 151.5 3.28 0.06 151.5 2.17 7 135 2.58 1.47 101.3 114.2 2.20 5 2.09 121.5 1.43 162.8 40.90 40.84 144.3 3.33 0.06 144.3 2.31 7 135 2.59 1.48 96.0 108.1 2.35 5 2.12 115.5 1.49 161.1 41.10 40.99 141.3 3.38 0.06 141.3 2.39 7 135 2.60 1.48 93.6 105.3 2.44 5 2.14 112.9 1.53 160.9 41.20 41.12 140.6 3.46 0.06 140.6 2.46 7 135 2.61 1.49 92.8 104.4 2.51 5 2.15 112.1 1.55 162.0 41.30 41.26 138.1 3.64 0.06 138.1 2.64 7 136 2.62 1.49 90.9 102.0 2.69 5 2.18 110.0 1.61 164.7 41.40 41.38 136.3 3.82 0.05 136.3 2.80 7 136 2.63 1.50 89.4 100.2 2.86 5 2.21 108.4 1.67 167.5 41.60 41.51 135.9 3.84 0.05 135.9 2.82 7 136 2.64 1.50 88.9 99.7 2.88 5 2.21 107.9 1.68 167.6 41.70 41.64 138.3 3.88 0.05 138.3 2.81 7 136 2.65 1.50 90.1 101.3 2.86 5 2.20 109.6 1.66 168.6 41.80 41.77 135.7 3.90 0.05 135.7 2.88 7 136 2.66 1.51 88.1 99.0 2.93 5 2.22 107.4 1.70 168.3 42.00 41.89 133.0 3.68 0.05 133.0 2.77 7 136 2.67 1.51 86.1 96.8 2.82 5 2.21 105.1 1.68 163.1 42.10 42.02 132.7 3.26 0.04 132.7 2.46 7 135 2.67 1.52 85.6 96.8 2.51 5 2.17 104.7 1.59 154.3 42.20 42.15 139.7 3.55 0.04 139.7 2.54 7 135 2.68 1.52 90.0 101.9 2.59 5 2.17 110.1 1.59 161.5 42.30 42.27 140.3 3.64 0.07 140.3 2.60 7 136 2.69 1.53 90.0 102.0 2.65 5 2.18 110.3 1.60 163.3 42.50 42.41 150.2 3.88 0.10 150.2 2.58 7 136 2.70 1.53 96.2 109.3 2.63 5 2.16 117.9 1.55 169.9 42.60 42.55 158.6 4.18 0.10 158.6 2.64 7 137 2.71 1.54 101.3 115.4 2.68 5 2.15 124.3 1.54 177.3 42.70 42.67 164.7 4.53 0.10 164.7 2.75 7 138 2.72 1.54 105.0 119.7 2.80 5 2.15 128.9 1.54 184.9 42.90 42.82 177.7 4.58 0.11 177.7 2.58 7 138 2.73 1.55 113.0 129.6 2.62 5 2.11 138.8 1.46 189.3 43.00 42.96 173.1 4.50 0.11 173.1 2.60 7 138 2.74 1.55 109.6 125.7 2.64 5 2.12 135.0 1.48 186.2 43.20 43.09 165.7 4.57 0.11 165.7 2.76 7 138 2.75 1.56 104.6 119.6 2.80 5 2.15 129.1 1.55 184.9 43.30 43.22 174.0 4.91 0.11 174.0 2.82 7 138 2.76 1.56 109.5 125.4 2.87 5 2.15 135.3 1.53 192.6 43.40 43.35 190.3 4.98 0.11 190.3 2.62 7 139 2.77 1.57 119.6 137.9 2.66 5 2.10 147.7 1.44 198.5 43.50 43.46 205.5 4.84 0.11 205.5 2.36 7 139 2.77 1.57 128.9 149.8 2.39 5 2.04 159.3 1.35 201.9 43.60 43.57 243.3 5.62 0.12 243.3 2.31 7 140 2.78 1.58 152.5 178.6 2.34 6 1.99 188.4 1.28 228.0 43.80 43.70 213.5 6.51 0.12 213.5 3.20 11 141 2.79 1.58 133.2 153.7 3.09 8 2.12 165.0 1.48 227.8 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb (ft)Z m (ft)q c (tsf)fs (tsf)u2 (tsf)qt (tsf)Rf SBT γ (pcf)σv0 (tsf)σv0 ' (tsf)Q t Qtn F R SBTn I c q c1N K c Qtn.cs 43.90 43.84 274.7 6.85 0.13 274.7 2.49 7 142 2.80 1.59 171.3 201.2 2.52 5 1.98 212.0 1.27 255.9 44.00 43.98 266.0 6.47 0.13 266.0 2.43 7 142 2.81 1.59 165.2 194.3 2.46 6 1.98 204.9 1.27 247.2 44.20 44.11 243.1 5.98 0.13 243.1 2.46 7 141 2.82 1.60 150.3 176.5 2.49 5 2.01 186.9 1.31 230.7 44.30 44.25 224.3 5.79 0.14 224.4 2.58 7 140 2.83 1.60 138.1 161.6 2.62 5 2.05 172.2 1.36 220.2 44.40 44.38 221.1 6.03 0.14 221.1 2.73 7 141 2.84 1.61 135.7 158.4 2.76 5 2.07 169.5 1.40 221.9 44.60 44.52 252.9 6.65 0.14 252.9 2.63 7 142 2.85 1.61 154.9 182.2 2.66 5 2.03 193.5 1.33 241.9 44.70 44.64 281.9 7.14 0.14 281.9 2.53 7 142 2.86 1.62 172.4 204.0 2.56 5 1.99 215.4 1.27 259.9 44.80 44.77 302.4 7.54 0.15 302.4 2.49 7 143 2.87 1.62 184.4 219.2 2.52 8 1.96 230.7 1.25 273.3 45.00 44.90 313.8 7.65 0.15 313.8 2.44 7 143 2.87 1.63 190.8 227.6 2.46 6 1.95 239.0 1.23 279.5 45.10 45.03 318.8 7.22 0.15 318.8 2.26 8 143 2.88 1.63 193.2 231.7 2.28 6 1.92 242.4 1.20 277.4 45.30 45.19 322.6 6.98 0.15 322.6 2.16 8 143 2.90 1.64 194.8 234.5 2.18 6 1.90 244.8 1.18 276.6 45.40 45.35 322.8 7.69 0.16 322.9 2.38 7 143 2.91 1.65 194.2 233.1 2.40 6 1.93 244.5 1.21 282.8 45.50 45.45 296.6 7.84 0.16 296.6 2.64 7 143 2.91 1.65 177.8 212.0 2.67 8 1.99 224.4 1.28 271.4 45.70 45.57 289.3 7.47 0.17 289.3 2.58 7 143 2.92 1.66 172.9 206.4 2.61 8 1.99 218.5 1.28 263.8 45.80 45.71 281.3 7.03 0.17 281.3 2.50 7 142 2.93 1.66 167.5 200.4 2.52 5 1.98 212.1 1.27 254.9 45.90 45.82 278.0 6.56 0.17 278.0 2.36 7 142 2.94 1.67 165.1 198.1 2.38 6 1.97 209.4 1.25 248.1 46.00 45.94 275.0 6.51 0.17 275.0 2.37 7 142 2.95 1.67 162.8 195.5 2.39 6 1.97 206.8 1.26 245.9 46.20 46.09 277.5 6.80 0.17 277.6 2.45 7 142 2.96 1.68 163.7 196.6 2.48 6 1.98 208.3 1.27 249.7 46.30 46.22 294.5 7.13 0.18 294.5 2.42 7 143 2.97 1.68 173.3 208.9 2.45 6 1.96 220.7 1.25 260.6 46.40 46.34 298.9 7.45 0.18 298.9 2.49 7 143 2.98 1.69 175.4 211.5 2.52 6 1.97 223.7 1.26 265.5 46.50 46.47 300.2 7.65 0.18 300.2 2.55 7 143 2.99 1.69 175.6 211.8 2.57 8 1.98 224.3 1.26 267.7 46.70 46.60 304.1 6.64 0.18 304.2 2.18 8 142 3.00 1.70 177.4 216.0 2.20 6 1.92 226.9 1.20 259.3 46.80 46.74 306.8 7.00 0.18 306.8 2.28 8 142 3.01 1.70 178.4 217.0 2.30 6 1.93 228.5 1.21 263.7 47.00 46.88 284.2 7.60 0.19 284.2 2.67 7 143 3.02 1.71 164.6 198.3 2.70 8 2.01 211.4 1.30 258.7 47.10 47.02 283.2 7.82 0.19 283.2 2.76 11 143 3.03 1.71 163.4 196.8 2.79 8 2.02 210.3 1.32 260.2 47.20 47.15 280.0 7.73 0.19 280.0 2.76 11 143 3.03 1.72 161.1 194.1 2.79 8 2.03 207.6 1.33 257.6 47.30 47.28 266.0 7.65 0.19 266.1 2.88 11 143 3.04 1.73 152.5 183.2 2.91 8 2.05 196.9 1.37 250.6 47.50 47.40 252.3 7.31 0.19 252.3 2.90 11 142 3.05 1.73 144.1 172.9 2.93 8 2.07 186.5 1.39 241.1 47.60 47.52 245.1 7.07 0.19 245.1 2.88 7 142 3.06 1.73 139.6 167.5 2.92 8 2.08 180.9 1.40 235.2 47.70 47.65 243.7 7.33 0.19 243.8 3.01 11 142 3.07 1.74 138.3 165.8 3.04 8 2.09 179.7 1.43 237.6 47.90 47.80 233.0 7.60 0.19 233.0 3.25 11 142 3.08 1.75 131.7 157.1 3.30 8 2.13 171.4 1.51 237.0 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 0.20 0.12 0.30 0.28 0.50 0.40 0.60 0.53 0.70 0.67 0.90 0.82 1.00 0.95 1.10 1.06 1.30 1.20 1.40 1.35 1.50 1.48 1.60 1.59 1.80 1.71 2.00 1.86 2.10 2.01 2.20 2.13 2.30 2.24 2.40 2.37 2.60 2.50 2.70 2.63 2.80 2.75 2.90 2.86 3.00 2.98 3.20 3.11 3.30 3.23 3.40 3.32 3.50 3.45 3.60 3.59 3.70 3.68 3.80 3.76 3.90 3.88 4.10 4.01 4.20 4.15 4.40 4.29 4.50 4.44 4.70 4.58 4.80 4.72 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 4 0.00 1 45.08 5.0 0.53 273.9 1,626.4 68.1 223.4 6,135 64 15 1.01 1.6 5 0.00 1 5.00 8.5 0.49 273.8 869.0 88.2 289.3 9,788 102 123 133 0.01 0.6 5 0.00 1 5.00 11.2 0.48 273.7 704.3 104.2 342.0 16,567 173 172 345 0.02 1.3 6 0.00 1 5.00 12.9 0.46 273.7 637.6 117.3 384.8 22,448 234 218 437 0.05 1.9 6 0.00 1 5.00 14.7 0.46 273.7 574.1 128.5 421.6 28,091 293 262 524 0.08 2.6 6 0.00 1 11.32 17.0 0.45 273.6 556.7 146.2 479.6 38,425 401 339 678 0.13 3.5 6 0.00 1 10.24 17.9 0.44 273.6 526.6 152.8 501.2 42,620 445 370 741 0.18 3.9 6 0.00 1 8.51 19.3 0.44 273.6 478.6 156.6 513.8 45,085 471 389 779 0.23 4.4 6 0.00 1 9.11 18.5 0.44 273.6 495.1 160.3 525.8 47,676 498 408 815 0.27 4.5 6 0.00 1 7.89 19.6 0.44 273.6 461.2 164.9 540.9 50,859 531 431 863 0.35 5.0 6 0.00 1 8.05 18.9 0.44 273.6 465.7 166.0 544.6 51,696 540 437 875 0.38 5.0 6 0.00 1 8.77 17.7 0.44 273.6 485.7 166.3 545.6 51,993 543 439 878 0.40 4.9 6 0.00 1 8.73 17.1 0.45 273.6 484.5 165.3 542.4 51,274 535 434 868 0.44 4.8 6 0.00 1 8.73 15.9 0.45 273.6 484.7 161.7 530.4 48,635 508 415 830 0.46 4.6 6 0.00 1 8.58 15.5 0.45 273.6 480.5 161.9 531.1 48,772 509 416 832 0.51 4.7 6 0.00 1 8.57 15.2 0.45 273.6 480.2 162.2 532.0 48,979 511 417 835 0.54 4.7 6 0.00 1 8.57 14.9 0.45 273.7 480.1 162.2 532.2 49,012 512 418 835 0.57 4.7 6 0.00 1 8.30 14.8 0.46 273.7 472.7 162.9 534.5 49,492 517 421 842 0.62 4.8 6 0.00 1 8.25 14.8 0.46 273.7 471.3 164.7 540.3 50,777 530 431 861 0.67 4.9 6 0.00 1 8.69 14.4 0.46 273.7 483.5 166.0 544.8 51,797 541 438 875 0.70 4.9 6 0.00 1 9.26 13.8 0.46 273.7 499.3 166.7 546.8 52,292 546 441 882 0.72 4.8 6 0.00 1 10.08 13.0 0.46 273.7 522.2 166.4 545.9 52,148 545 439 879 0.72 4.6 6 0.00 1 10.49 12.3 0.47 273.7 533.7 164.5 539.6 50,774 530 429 859 0.73 4.4 6 0.00 1 10.58 11.7 0.47 273.7 536.0 162.0 531.5 49,021 512 417 833 0.74 4.3 6 0.00 1 10.58 11.3 0.47 273.7 536.2 160.3 525.8 47,784 499 408 815 0.75 4.2 6 0.00 1 10.22 11.0 0.48 273.7 526.2 157.9 518.2 46,140 482 396 792 0.77 4.2 6 0.00 1 8.90 10.9 0.48 273.7 489.3 152.4 500.1 42,312 442 369 738 0.80 4.2 6 0.00 1 9.00 10.6 0.48 273.7 492.1 152.5 500.4 42,384 443 369 738 0.83 4.2 6 0.00 1 9.46 10.2 0.48 273.7 505.0 151.6 497.5 41,848 437 365 730 0.83 4.0 6 0.00 1 9.60 9.8 0.48 273.7 508.7 150.1 492.5 40,860 427 358 715 0.83 3.9 6 0.00 1 8.02 10.9 0.48 273.7 465.0 153.0 502.0 42,631 445 372 743 0.95 4.4 6 0.00 1 8.19 11.3 0.47 273.7 469.6 158.4 519.5 46,279 483 398 796 1.03 4.6 6 0.00 1 7.78 11.7 0.47 273.7 458.2 160.8 527.4 47,935 501 410 820 1.12 4.8 6 0.00 1 7.16 11.9 0.47 273.7 441.0 160.5 526.7 47,712 498 409 818 1.19 5.0 6 0.00 1 6.76 12.1 0.47 273.7 430.0 161.0 528.1 47,991 501 411 823 1.26 5.1 6 0.00 1 6.55 12.6 0.47 273.7 424.1 164.7 540.3 50,640 529 431 861 1.37 5.3 6 0.00 1 5.00 12.7 0.47 273.7 402.8 162.8 534.2 49,217 514 421 842 1.44 5.5 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 4.90 4.85 5.00 4.96 5.10 5.06 5.30 5.20 5.40 5.34 5.50 5.46 5.70 5.59 5.80 5.73 5.90 5.85 6.00 5.98 6.20 6.11 6.30 6.24 6.40 6.38 6.60 6.52 6.70 6.66 6.80 6.79 7.00 6.92 7.10 7.08 7.20 7.18 7.40 7.31 7.60 7.50 7.70 7.67 7.90 7.81 8.00 7.96 8.20 8.12 8.30 8.27 8.40 8.37 8.60 8.49 8.70 8.62 8.80 8.76 9.00 8.90 9.10 9.03 9.20 9.16 9.40 9.30 9.40 9.40 9.60 9.53 9.70 9.68 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 6 0.00 1 5.00 12.8 0.47 273.7 384.5 160.5 526.6 47,477 496 409 818 1.50 5.5 6 0.00 1 5.00 12.0 0.47 273.7 407.6 160.6 526.9 47,667 498 409 819 1.47 5.3 6 0.00 1 5.00 12.1 0.47 273.7 408.8 162.0 531.4 48,615 508 416 833 1.51 5.3 6 0.00 1 6.18 12.1 0.47 273.7 413.9 163.5 536.6 49,772 520 424 849 1.54 5.4 6 0.00 1 5.98 12.2 0.47 273.7 408.2 163.9 537.8 50,033 522 427 853 1.58 5.5 6 0.00 1 5.97 12.2 0.47 273.7 408.0 164.0 538.0 50,074 523 427 854 1.60 5.5 6 0.00 1 4.51 11.9 0.47 273.7 367.1 153.9 504.8 42,798 447 376 751 1.59 5.4 6 0.00 1 4.94 11.5 0.47 273.7 379.2 154.0 505.3 42,973 449 376 753 1.57 5.2 6 0.00 1 5.00 10.2 0.48 273.7 419.2 152.3 499.7 42,012 439 368 736 1.44 4.8 6 0.00 1 5.00 10.1 0.48 273.7 431.6 154.0 505.3 43,207 451 377 753 1.45 4.7 6 0.00 1 5.00 9.9 0.48 273.7 440.8 154.4 506.7 43,511 454 379 757 1.45 4.7 6 0.00 1 8.24 9.2 0.49 273.7 471.1 154.0 505.3 43,336 453 376 753 1.38 4.4 6 0.00 1 9.30 8.6 0.49 273.8 500.6 153.5 503.7 43,094 450 374 748 1.32 4.2 6 0.00 1 10.72 7.9 0.50 273.8 540.0 152.4 499.9 42,442 443 369 737 1.23 3.9 6 0.00 1 12.90 6.9 0.51 273.8 601.1 150.2 492.8 41,157 430 358 716 1.11 3.4 6 0.00 1 13.83 6.6 0.51 273.8 627.6 150.0 492.2 41,080 429 357 714 1.07 3.3 6 0.00 1 11.18 7.7 0.50 273.8 553.0 153.5 503.6 43,226 451 374 748 1.26 3.8 6 0.00 1 10.05 8.5 0.49 273.8 521.3 157.5 516.9 45,879 479 394 788 1.41 4.2 6 0.00 1 10.41 8.5 0.49 273.8 531.4 158.9 521.4 46,882 490 401 802 1.42 4.2 6 0.00 1 7.00 11.1 0.48 273.7 436.6 166.8 547.1 52,230 545 441 883 1.82 5.3 6 0.00 1 5.19 13.9 0.46 273.7 386.3 177.9 583.7 60,569 633 502 1,005 2.23 6.4 6 0.00 1 3.27 16.1 0.45 273.6 332.2 179.1 587.4 61,267 640 509 1,018 2.55 7.2 6 0.00 1 2.61 17.4 0.44 273.6 313.4 181.9 596.7 63,452 663 525 1,050 2.74 7.7 6 0.00 1 4.48 15.5 0.45 273.6 366.4 185.7 609.1 66,849 698 547 1,094 2.56 7.1 6 0.00 1 3.63 18.3 0.44 273.6 342.4 196.9 646.0 76,452 798 615 1,231 2.96 8.1 6 0.00 1 3.59 18.9 0.44 273.6 341.4 200.2 656.7 79,377 829 636 1,272 3.05 8.3 6 0.00 1 3.52 19.3 0.44 273.6 339.3 202.4 664.0 81,411 850 650 1,300 3.11 8.4 6 0.00 1 3.54 19.6 0.44 273.6 340.0 204.9 672.2 83,704 874 666 1,333 3.16 8.4 6 0.00 1 3.35 20.1 0.43 273.6 334.6 206.2 676.4 84,867 886 675 1,349 3.23 8.5 6 0.00 1 2.89 20.6 0.43 273.6 321.4 205.1 672.9 83,762 875 668 1,335 3.31 8.6 6 0.00 1 2.43 20.8 0.43 273.6 308.2 202.8 665.5 81,550 852 653 1,306 3.36 8.6 6 0.00 1 2.06 21.3 0.43 273.6 297.6 202.1 663.0 80,780 844 648 1,296 3.43 8.7 6 0.00 1 1.96 21.9 0.43 273.6 294.5 204.7 671.7 83,179 869 665 1,330 3.52 8.9 6 0.00 1 1.67 23.0 0.42 273.6 286.2 207.6 681.1 85,814 896 684 1,368 3.66 9.1 6 0.00 1 1.36 23.9 0.42 273.6 277.0 208.8 685.2 86,934 908 692 1,384 3.78 9.3 6 0.00 1 0.92 25.5 0.42 273.5 264.1 211.4 693.5 89,264 932 709 1,418 3.97 9.7 7 0.00 1 0.47 26.7 0.41 273.5 250.3 211.2 693.0 88,996 929 708 1,416 4.12 10.0 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 9.80 9.79 10.00 9.89 10.10 10.01 10.20 10.13 10.30 10.26 10.40 10.39 10.50 10.48 10.70 10.61 10.80 10.78 10.90 10.90 11.10 11.00 11.20 11.12 11.30 11.25 11.40 11.38 11.60 11.49 11.70 11.62 11.80 11.73 12.00 11.86 12.10 12.04 12.30 12.19 12.30 12.30 12.50 12.41 12.60 12.55 12.80 12.70 12.90 12.83 13.00 12.96 13.20 13.10 13.30 13.21 13.40 13.34 13.60 13.50 13.70 13.63 13.80 13.76 14.00 13.92 14.10 14.08 14.30 14.21 14.40 14.34 14.50 14.47 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 7 0.00 1 0.00 27.8 0.41 273.5 213.7 199.9 655.7 77,918 814 634 1,268 4.25 10.2 7 0.00 1 0.00 28.8 0.41 273.5 211.3 202.8 665.5 80,627 842 653 1,306 4.37 10.4 7 0.00 1 0.00 29.8 0.41 273.5 213.6 207.9 681.9 85,359 891 686 1,371 4.49 10.6 7 0.00 1 0.00 29.3 0.41 273.5 226.8 212.7 698.0 90,199 942 718 1,437 4.46 10.5 7 0.00 1 0.00 30.5 0.40 273.5 230.7 219.6 720.4 97,018 1,013 765 1,530 4.60 10.7 7 0.00 1 0.03 31.1 0.40 273.5 236.6 225.3 739.1 102,926 1,075 806 1,611 4.69 10.8 7 0.00 1 0.15 31.9 0.40 273.5 240.4 230.4 755.9 108,356 1,132 843 1,685 4.79 10.9 7 0.00 1 0.25 32.9 0.40 273.5 243.6 236.1 774.5 114,523 1,196 884 1,769 4.91 11.1 7 0.00 1 0.31 33.0 0.40 273.5 245.5 237.9 780.5 116,535 1,217 898 1,797 4.95 11.1 7 0.00 1 0.34 33.1 0.40 273.5 246.4 239.5 785.9 118,335 1,236 911 1,821 4.99 11.1 7 0.00 1 0.47 33.4 0.40 273.5 250.4 242.9 796.8 122,099 1,275 936 1,872 5.03 11.1 6 0.00 1 0.55 33.7 0.40 273.5 252.6 245.4 805.0 124,956 1,305 956 1,911 5.08 11.1 6 0.00 1 0.63 33.4 0.40 273.5 255.1 246.1 807.4 125,795 1,314 961 1,923 5.08 11.0 6 0.00 1 0.82 33.1 0.40 273.5 260.8 247.9 813.3 127,888 1,335 975 1,951 5.07 10.8 6 0.00 1 1.09 32.9 0.40 273.5 269.0 251.3 824.6 131,968 1,378 1,003 2,005 5.07 10.8 6 0.00 1 1.48 32.7 0.40 273.5 280.5 256.6 841.8 138,306 1,444 1,045 2,090 5.07 10.7 6 0.00 1 1.73 32.2 0.40 273.5 288.0 258.3 847.4 140,393 1,466 1,059 2,118 5.04 10.5 6 0.00 1 2.12 31.0 0.40 273.5 299.2 258.2 847.1 140,326 1,465 1,058 2,116 4.93 10.2 6 0.00 1 1.93 30.2 0.40 273.5 293.8 253.3 831.1 134,337 1,403 1,019 2,037 4.88 10.0 6 0.00 1 2.50 30.1 0.41 273.5 310.3 260.3 854.1 142,907 1,492 1,076 2,151 4.89 9.9 6 0.00 1 3.64 27.5 0.41 273.5 342.9 261.2 857.0 144,150 1,505 1,083 2,166 4.61 9.2 6 0.00 1 3.72 28.8 0.41 273.5 345.0 269.1 882.8 154,062 1,609 1,149 2,298 4.78 9.5 6 0.00 1 4.12 28.9 0.41 273.5 356.2 274.4 900.4 161,059 1,682 1,195 2,391 4.81 9.5 6 0.00 1 4.39 28.8 0.41 273.5 363.8 277.1 909.3 164,626 1,719 1,219 2,438 4.82 9.4 6 0.00 1 4.68 28.3 0.41 273.5 371.9 278.4 913.4 166,296 1,737 1,230 2,460 4.78 9.2 6 0.00 1 5.11 27.3 0.41 273.5 383.9 278.0 912.0 165,781 1,731 1,226 2,453 4.69 9.0 6 0.00 1 5.33 26.6 0.41 273.5 390.3 276.9 908.4 164,301 1,716 1,217 2,433 4.62 8.8 6 0.00 1 5.34 26.4 0.41 273.5 390.4 276.2 906.3 163,425 1,707 1,211 2,422 4.61 8.7 6 0.00 1 5.32 26.3 0.41 273.5 389.8 276.1 906.0 163,271 1,705 1,210 2,421 4.62 8.6 6 0.00 1 4.80 26.8 0.41 273.5 375.4 274.3 899.9 160,710 1,678 1,194 2,388 4.71 8.7 6 0.00 1 4.18 27.2 0.41 273.5 358.1 270.6 887.6 155,735 1,626 1,162 2,324 4.78 8.7 6 0.00 1 3.38 27.6 0.41 273.5 335.5 264.3 867.2 147,654 1,542 1,109 2,218 4.84 8.8 6 0.00 1 2.14 27.7 0.41 273.5 299.8 250.8 822.7 130,870 1,367 998 1,996 4.88 8.8 6 0.00 1 1.43 27.6 0.41 273.5 279.0 242.0 794.0 120,567 1,259 930 1,859 4.89 8.7 6 0.00 1 0.89 26.9 0.41 273.5 262.9 232.3 762.1 109,636 1,145 856 1,713 4.82 8.5 7 0.00 1 0.49 26.7 0.41 273.5 250.9 226.1 741.8 102,930 1,075 811 1,623 4.81 8.4 6 0.00 1 0.52 27.1 0.41 273.5 251.8 228.6 750.0 105,541 1,102 829 1,659 4.87 8.5 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 14.70 14.60 14.80 14.75 14.90 14.84 15.00 14.91 15.10 15.05 15.20 15.18 15.40 15.33 15.50 15.46 15.60 15.57 15.80 15.72 15.90 15.86 16.10 15.99 16.20 16.12 16.30 16.25 16.40 16.38 16.60 16.50 16.70 16.63 16.80 16.76 16.90 16.88 17.10 17.00 17.20 17.13 17.30 17.26 17.50 17.41 17.60 17.54 17.70 17.64 17.80 17.74 18.00 17.90 18.10 18.06 18.30 18.20 18.40 18.33 18.50 18.43 18.60 18.52 18.70 18.63 18.90 18.78 19.00 18.91 19.10 19.03 19.20 19.14 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 7 0.00 1 0.30 27.3 0.41 273.5 245.0 226.9 744.5 103,671 1,083 817 1,635 4.92 8.5 7 0.00 1 0.40 27.5 0.41 273.5 248.1 229.7 753.6 106,622 1,113 837 1,675 4.97 8.5 7 0.00 1 0.29 27.4 0.41 273.5 244.8 227.7 747.1 104,476 1,091 823 1,646 4.96 8.5 7 0.00 1 0.00 27.5 0.41 273.5 234.1 223.5 733.4 99,952 1,044 793 1,586 4.99 8.5 7 0.00 1 0.00 28.8 0.41 273.5 232.5 228.2 748.7 104,814 1,095 827 1,653 5.16 8.7 7 0.00 1 0.10 28.9 0.41 273.5 238.9 232.1 761.4 108,995 1,138 855 1,709 5.19 8.7 6 0.00 1 0.86 28.9 0.41 273.5 262.1 243.4 798.7 121,824 1,272 941 1,881 5.21 8.7 6 0.00 1 1.02 28.7 0.41 273.5 267.0 245.3 804.9 124,005 1,295 955 1,911 5.21 8.6 6 0.00 1 1.07 28.3 0.41 273.5 268.4 244.4 801.8 122,888 1,283 948 1,896 5.17 8.5 6 0.00 1 0.80 28.1 0.41 273.5 260.2 240.3 788.3 118,143 1,234 916 1,833 5.17 8.4 6 0.00 1 0.53 28.5 0.41 273.5 252.0 238.5 782.5 116,062 1,212 903 1,806 5.24 8.5 7 0.00 1 0.00 29.4 0.41 273.5 231.1 232.6 763.0 109,283 1,141 858 1,717 5.37 8.6 7 0.00 1 0.00 30.2 0.41 273.5 222.4 231.7 760.0 108,188 1,130 852 1,704 5.49 8.8 7 0.00 1 0.00 30.9 0.40 273.5 221.2 234.0 767.6 110,671 1,156 869 1,738 5.59 8.9 7 0.00 1 0.00 31.0 0.40 273.5 214.0 230.8 757.2 107,111 1,119 845 1,691 5.62 8.8 7 0.00 1 0.00 30.8 0.40 273.5 213.6 230.0 754.6 106,226 1,109 840 1,679 5.61 8.8 7 0.00 1 0.00 30.3 0.40 273.5 193.0 217.3 712.8 92,538 966 749 1,498 5.57 8.7 7 0.00 1 0.00 29.9 0.41 273.5 191.1 215.0 705.4 90,186 942 734 1,468 5.54 8.6 7 0.00 1 0.00 29.0 0.41 273.5 206.5 220.0 721.7 95,487 997 768 1,536 5.43 8.3 7 0.00 1 0.00 29.6 0.41 273.5 224.4 232.4 762.5 108,827 1,136 857 1,714 5.53 8.5 7 0.00 1 0.00 30.1 0.41 273.5 233.2 239.1 784.3 116,244 1,214 907 1,814 5.61 8.5 7 0.00 1 0.00 29.9 0.41 273.5 230.4 237.1 777.8 113,966 1,190 892 1,784 5.60 8.4 7 0.00 1 0.31 29.2 0.41 273.5 245.5 242.1 794.2 119,704 1,250 930 1,860 5.52 8.3 6 0.00 1 0.55 29.0 0.41 273.5 252.7 245.0 804.0 123,145 1,286 953 1,906 5.51 8.2 6 0.00 1 0.85 28.4 0.41 273.5 261.9 247.1 810.7 125,591 1,312 969 1,938 5.45 8.1 6 0.00 1 0.99 28.3 0.41 273.5 266.1 248.7 816.1 127,502 1,331 982 1,964 5.44 8.0 6 0.00 1 1.29 28.2 0.41 273.5 274.8 253.0 829.9 132,516 1,384 1,016 2,031 5.46 8.0 6 0.00 1 1.51 28.1 0.41 273.5 281.4 256.0 840.0 136,221 1,423 1,040 2,081 5.47 7.9 6 0.00 1 1.38 28.1 0.41 273.5 277.5 254.2 834.0 133,989 1,399 1,026 2,051 5.47 7.9 6 0.00 1 1.36 27.8 0.41 273.5 277.0 253.1 830.2 132,570 1,384 1,016 2,033 5.45 7.8 6 0.00 1 1.28 27.7 0.41 273.5 274.5 251.7 825.6 130,866 1,367 1,005 2,010 5.45 7.8 6 0.00 1 1.11 27.8 0.41 273.5 269.7 250.3 821.3 129,241 1,350 995 1,989 5.48 7.8 6 0.00 1 0.96 27.9 0.41 273.5 265.2 248.8 816.2 127,355 1,330 982 1,965 5.50 7.8 6 0.00 1 0.90 27.4 0.41 273.5 263.4 246.2 807.9 124,367 1,299 962 1,925 5.46 7.7 6 0.00 1 0.77 27.1 0.41 273.5 259.4 243.0 797.1 120,537 1,259 937 1,874 5.42 7.6 6 0.00 1 0.66 26.7 0.41 273.5 256.1 239.8 786.6 116,852 1,220 912 1,825 5.38 7.5 6 0.00 1 0.86 26.2 0.41 273.5 262.2 240.8 790.1 118,098 1,233 921 1,841 5.33 7.3 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 19.40 19.27 19.50 19.45 19.60 19.56 19.70 19.65 19.80 19.76 20.00 19.89 20.10 20.03 20.20 20.17 20.40 20.31 20.50 20.43 20.60 20.56 20.80 20.71 21.00 20.87 21.10 21.03 21.20 21.16 21.30 21.26 21.40 21.37 21.50 21.48 21.70 21.61 21.80 21.77 21.90 21.88 22.10 22.01 22.20 22.14 22.30 22.26 22.50 22.39 22.60 22.52 22.80 22.67 22.90 22.81 23.00 22.92 23.10 23.05 23.20 23.18 23.40 23.31 23.60 23.47 23.60 23.60 23.80 23.72 23.90 23.84 24.10 23.99 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 6 0.00 1 0.72 26.1 0.42 273.5 258.0 238.7 783.1 115,632 1,208 904 1,809 5.33 7.3 6 0.00 1 0.78 26.3 0.41 273.5 259.8 240.6 789.5 117,803 1,230 919 1,838 5.37 7.3 6 0.00 1 1.73 23.9 0.42 273.6 287.8 241.7 793.0 119,210 1,245 927 1,854 5.03 6.8 6 0.00 1 1.48 25.4 0.42 273.5 280.5 246.3 808.0 124,369 1,299 963 1,925 5.27 7.1 6 0.00 1 1.52 25.7 0.42 273.5 281.7 248.6 815.6 127,084 1,327 981 1,962 5.32 7.1 6 0.00 1 1.64 25.3 0.42 273.5 285.4 248.5 815.3 126,968 1,326 980 1,960 5.28 7.0 6 0.00 1 1.35 25.1 0.42 273.6 276.7 244.0 800.4 121,632 1,270 945 1,889 5.26 7.0 6 0.00 1 0.84 25.0 0.42 273.6 261.5 237.1 778.0 113,760 1,188 892 1,785 5.27 6.9 7 0.00 1 0.34 25.5 0.42 273.5 246.4 232.7 763.5 108,729 1,135 860 1,719 5.35 7.0 7 0.00 1 0.29 25.9 0.42 273.5 244.9 234.2 768.2 110,262 1,151 870 1,740 5.43 7.1 7 0.00 1 0.36 25.9 0.42 273.5 246.9 235.1 771.3 111,292 1,162 877 1,754 5.43 7.0 7 0.00 1 0.41 25.8 0.42 273.5 248.4 235.9 773.9 112,150 1,171 883 1,766 5.44 7.0 7 0.00 1 0.32 26.4 0.41 273.5 245.7 237.5 779.1 113,840 1,189 895 1,790 5.54 7.1 7 0.00 1 0.08 27.7 0.41 273.5 238.4 240.1 787.6 116,651 1,218 915 1,829 5.75 7.3 7 0.00 1 0.00 28.6 0.41 273.5 223.8 236.7 776.7 112,728 1,177 890 1,779 5.90 7.5 7 0.00 1 0.00 29.2 0.41 273.5 211.9 233.2 765.2 108,677 1,135 863 1,727 6.01 7.6 7 0.00 1 0.00 29.4 0.41 273.5 207.5 231.6 759.9 106,800 1,115 851 1,703 6.04 7.6 7 0.00 1 0.00 29.5 0.41 273.5 205.4 230.9 757.4 105,922 1,106 846 1,692 6.06 7.6 7 0.00 1 0.00 29.9 0.41 273.5 204.9 232.5 762.7 107,655 1,124 858 1,716 6.14 7.6 7 0.00 1 0.00 30.1 0.41 273.5 199.2 230.3 755.4 105,080 1,097 841 1,683 6.18 7.6 7 0.00 1 0.00 30.1 0.41 273.5 196.1 228.7 750.4 103,347 1,079 830 1,661 6.20 7.6 7 0.00 1 0.00 30.2 0.40 273.5 205.6 235.0 771.1 110,378 1,153 877 1,753 6.24 7.6 7 0.00 1 0.00 29.6 0.41 273.5 210.2 235.3 772.1 110,771 1,157 879 1,758 6.16 7.5 7 0.00 1 0.00 28.2 0.41 273.5 220.5 235.4 772.4 111,017 1,159 880 1,759 5.97 7.2 7 0.00 1 0.00 28.2 0.41 273.5 224.2 237.7 779.9 113,581 1,186 897 1,794 5.98 7.2 7 0.00 1 0.00 28.9 0.41 273.5 218.0 237.5 779.2 113,223 1,182 895 1,790 6.10 7.3 7 0.00 1 0.00 29.3 0.41 273.5 203.8 231.5 759.4 106,293 1,110 850 1,701 6.17 7.4 7 0.00 1 0.00 29.4 0.41 273.5 206.1 233.2 765.1 108,208 1,130 863 1,726 6.19 7.4 7 0.00 1 0.00 29.0 0.41 273.5 216.1 237.4 778.9 113,021 1,180 895 1,789 6.15 7.3 7 0.00 1 0.00 28.3 0.41 273.5 230.8 242.7 796.4 119,236 1,245 935 1,871 6.07 7.1 7 0.00 1 0.00 27.1 0.41 273.5 233.5 238.9 783.9 114,908 1,200 906 1,812 5.89 6.9 7 0.00 1 0.00 26.0 0.42 273.5 229.6 232.1 761.5 107,304 1,121 855 1,710 5.73 6.7 7 0.00 1 0.00 26.6 0.41 273.5 221.2 230.8 757.1 105,686 1,104 845 1,690 5.84 6.8 7 0.00 1 0.00 27.2 0.41 273.5 216.7 231.3 758.8 106,151 1,109 849 1,698 5.94 6.9 7 0.00 1 0.00 27.3 0.41 273.5 214.8 231.2 758.4 105,963 1,107 848 1,696 5.98 6.9 7 0.00 1 0.00 27.5 0.41 273.5 215.0 232.1 761.6 106,999 1,117 855 1,711 6.02 6.9 7 0.00 1 0.00 27.5 0.41 273.5 216.4 233.2 765.0 108,122 1,129 863 1,726 6.03 6.9 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 24.20 24.14 24.40 24.29 24.50 24.44 24.60 24.56 24.70 24.66 24.80 24.77 25.00 24.90 25.10 25.02 25.20 25.15 25.40 25.29 25.50 25.43 25.60 25.57 25.70 25.69 25.90 25.82 26.00 25.96 26.10 26.09 26.30 26.21 26.40 26.34 26.50 26.46 26.70 26.61 26.80 26.74 26.90 26.87 27.10 27.03 27.20 27.16 27.30 27.26 27.50 27.40 27.60 27.52 27.70 27.65 27.90 27.81 28.00 27.97 28.20 28.10 28.30 28.22 28.40 28.36 28.60 28.50 28.70 28.64 28.80 28.77 29.00 28.90 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 7 0.00 1 0.00 27.5 0.41 273.5 217.5 234.1 768.1 109,158 1,140 870 1,740 6.05 6.9 7 0.00 1 0.00 27.5 0.41 273.5 212.5 231.6 759.7 106,234 1,109 851 1,702 6.07 6.8 7 0.00 1 0.00 27.7 0.41 273.5 205.0 228.6 750.0 102,825 1,074 829 1,659 6.11 6.9 7 0.00 1 0.00 28.5 0.41 273.5 212.1 236.0 774.4 111,121 1,160 884 1,769 6.25 7.0 7 0.00 1 0.06 25.9 0.42 273.5 237.7 238.3 781.9 114,039 1,191 901 1,803 5.85 6.5 7 0.00 1 0.21 27.7 0.41 273.5 242.3 249.0 817.0 126,344 1,319 984 1,969 6.14 6.8 6 0.00 1 0.57 27.7 0.41 273.5 253.3 254.9 836.2 133,392 1,393 1,031 2,062 6.16 6.8 6 0.00 1 0.96 27.7 0.41 273.5 265.0 261.1 856.5 141,053 1,473 1,082 2,164 6.18 6.8 6 0.00 1 1.23 27.7 0.41 273.5 273.2 265.3 870.3 146,358 1,528 1,117 2,234 6.19 6.8 6 0.00 1 0.93 27.9 0.41 273.5 264.1 262.0 859.6 142,144 1,484 1,089 2,179 6.23 6.8 6 0.00 1 1.15 27.8 0.41 273.5 270.7 264.9 869.0 145,787 1,522 1,114 2,227 6.23 6.7 6 0.00 1 1.31 27.8 0.41 273.5 275.5 267.4 877.4 149,050 1,556 1,135 2,270 6.24 6.7 6 0.00 1 1.25 28.0 0.41 273.5 273.8 267.9 878.9 149,593 1,562 1,139 2,278 6.29 6.7 6 0.00 1 1.42 28.4 0.41 273.5 278.7 272.9 895.3 156,030 1,629 1,182 2,364 6.38 6.8 6 0.00 1 1.68 28.3 0.41 273.5 286.6 276.0 905.6 160,195 1,673 1,209 2,419 6.36 6.8 6 0.00 1 1.62 28.5 0.41 273.5 284.6 276.5 907.0 160,714 1,678 1,213 2,426 6.41 6.8 6 0.00 1 1.86 28.5 0.41 273.5 291.6 280.0 918.7 165,477 1,728 1,244 2,489 6.42 6.8 6 0.00 1 2.11 28.5 0.41 273.5 299.0 284.1 931.9 170,986 1,786 1,281 2,561 6.45 6.7 6 0.00 1 2.35 28.2 0.41 273.5 305.9 286.0 938.4 173,688 1,814 1,298 2,597 6.41 6.7 6 0.00 1 2.55 27.7 0.41 273.5 311.6 286.2 938.9 173,932 1,816 1,300 2,600 6.34 6.6 6 0.00 1 2.68 27.3 0.41 273.5 315.5 286.4 939.7 174,262 1,820 1,302 2,604 6.30 6.5 6 0.00 1 2.78 27.1 0.41 273.5 318.2 286.6 940.3 174,517 1,822 1,304 2,607 6.27 6.4 6 0.00 1 3.12 26.6 0.41 273.5 328.1 288.9 947.7 177,706 1,856 1,324 2,649 6.21 6.3 6 0.00 1 3.78 26.2 0.42 273.5 346.8 294.9 967.4 186,244 1,945 1,380 2,760 6.15 6.3 6 0.00 1 3.57 25.5 0.42 273.5 340.8 288.9 948.0 177,861 1,857 1,325 2,650 6.05 6.1 6 0.00 1 3.56 23.6 0.42 273.6 340.4 278.0 912.0 162,911 1,701 1,226 2,453 5.73 5.8 6 0.00 1 3.96 21.7 0.43 273.6 351.9 271.2 889.8 154,194 1,610 1,167 2,335 5.40 5.4 6 0.00 1 2.87 22.8 0.42 273.6 320.9 265.4 870.8 146,544 1,530 1,118 2,236 5.60 5.6 6 0.00 1 1.88 24.9 0.42 273.6 292.3 265.3 870.4 146,116 1,526 1,117 2,234 6.00 6.0 6 0.00 1 1.71 25.8 0.42 273.5 287.2 267.7 878.3 149,062 1,557 1,137 2,275 6.16 6.1 6 0.00 1 1.84 25.7 0.42 273.5 291.2 269.8 885.0 151,721 1,584 1,155 2,310 6.17 6.1 6 0.00 1 1.90 25.7 0.42 273.5 292.8 270.6 887.9 152,824 1,596 1,162 2,325 6.18 6.1 6 0.00 1 2.40 25.4 0.42 273.5 307.5 275.7 904.4 159,497 1,666 1,206 2,412 6.13 6.0 6 0.00 1 3.18 25.3 0.42 273.5 329.7 285.1 935.4 172,300 1,799 1,290 2,580 6.12 5.9 6 0.00 1 4.05 23.6 0.42 273.6 354.3 285.9 938.1 173,587 1,813 1,298 2,595 5.84 5.6 6 0.00 1 4.59 21.4 0.43 273.6 369.5 278.5 913.8 163,646 1,709 1,231 2,463 5.45 5.2 6 0.00 1 4.31 20.2 0.43 273.6 361.5 267.5 877.5 149,170 1,558 1,135 2,271 5.21 5.0 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 29.10 29.02 29.20 29.15 29.40 29.30 29.50 29.45 29.70 29.58 29.90 29.77 30.00 29.93 30.20 30.09 30.30 30.26 30.50 30.40 30.60 30.52 30.70 30.64 30.90 30.80 31.00 30.93 31.10 31.04 31.30 31.20 31.40 31.33 31.50 31.45 31.60 31.58 31.80 31.70 31.90 31.84 32.00 31.96 32.20 32.12 32.30 32.27 32.40 32.39 32.60 32.51 32.70 32.63 32.80 32.76 33.00 32.90 33.10 33.03 33.20 33.16 33.30 33.29 33.50 33.43 33.60 33.57 33.80 33.69 33.90 33.83 34.00 33.96 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 6 0.00 1 2.98 21.4 0.43 273.6 324.1 261.1 856.6 140,929 1,472 1,082 2,164 5.46 5.2 6 0.00 1 1.96 23.3 0.42 273.6 294.7 260.2 853.8 139,619 1,458 1,075 2,150 5.84 5.5 6 0.00 1 1.81 23.9 0.42 273.6 290.2 261.6 858.3 141,244 1,475 1,086 2,173 5.95 5.6 6 0.00 1 1.81 23.7 0.42 273.6 290.2 260.6 855.0 139,965 1,462 1,078 2,156 5.92 5.6 6 0.00 1 2.17 23.0 0.42 273.6 300.6 261.9 859.2 141,637 1,479 1,089 2,177 5.82 5.5 6 0.00 1 2.87 21.7 0.43 273.6 320.9 262.9 862.7 143,085 1,494 1,097 2,195 5.58 5.2 6 0.00 1 3.33 21.4 0.43 273.6 334.0 266.4 874.0 147,490 1,540 1,126 2,253 5.53 5.1 6 0.00 1 2.37 20.5 0.43 273.6 306.5 250.1 820.5 127,356 1,330 993 1,985 5.36 5.0 6 0.00 1 3.50 17.2 0.44 273.6 338.9 241.3 791.6 117,440 1,226 924 1,848 4.70 4.3 6 0.00 1 2.52 18.8 0.44 273.6 310.7 241.9 793.5 117,864 1,231 929 1,857 5.05 4.6 6 0.00 1 2.48 18.4 0.44 273.6 309.6 238.8 783.5 114,384 1,194 905 1,810 4.97 4.5 6 0.00 1 2.29 18.4 0.44 273.6 304.1 237.2 778.4 112,588 1,176 893 1,787 4.99 4.5 6 0.00 1 2.12 19.5 0.44 273.6 299.2 242.4 795.1 118,251 1,235 932 1,865 5.22 4.7 6 0.00 1 2.13 20.0 0.43 273.6 299.6 245.8 806.5 122,209 1,276 959 1,918 5.33 4.8 6 0.00 1 2.41 20.0 0.43 273.6 307.6 249.2 817.7 126,235 1,318 986 1,972 5.34 4.8 6 0.00 1 2.54 20.1 0.43 273.6 311.4 251.7 825.8 129,153 1,349 1,006 2,011 5.38 4.8 6 0.00 1 2.59 21.1 0.43 273.6 312.9 258.7 848.8 137,586 1,437 1,062 2,125 5.59 5.0 6 0.00 1 3.08 21.5 0.43 273.6 326.8 266.9 875.5 147,815 1,544 1,130 2,261 5.67 5.0 6 0.00 1 3.56 21.2 0.43 273.6 340.5 270.7 888.0 152,766 1,595 1,163 2,326 5.62 5.0 6 0.00 1 4.28 20.3 0.43 273.6 360.7 273.3 896.5 156,232 1,631 1,185 2,370 5.46 4.8 6 0.00 1 4.87 19.5 0.44 273.6 377.4 274.1 899.2 157,379 1,643 1,192 2,384 5.30 4.6 6 0.00 1 4.82 19.3 0.44 273.6 376.0 272.4 893.6 155,151 1,620 1,177 2,355 5.27 4.6 6 0.00 1 4.69 19.2 0.44 273.6 372.2 270.6 887.8 152,828 1,596 1,162 2,324 5.26 4.6 6 0.00 1 4.25 20.3 0.43 273.6 360.1 273.7 898.1 156,773 1,637 1,189 2,378 5.49 4.8 6 0.00 1 4.37 21.4 0.43 273.6 363.4 282.7 927.5 168,703 1,762 1,269 2,537 5.73 4.9 6 0.00 1 4.20 21.5 0.43 273.6 358.5 281.6 924.0 167,209 1,746 1,259 2,518 5.76 5.0 6 0.00 1 4.47 21.3 0.43 273.6 366.1 283.2 929.0 169,316 1,768 1,273 2,545 5.72 4.9 6 0.00 1 4.69 20.0 0.43 273.6 372.4 277.2 909.5 161,343 1,685 1,220 2,439 5.47 4.7 6 0.00 1 4.03 20.0 0.43 273.6 353.8 270.5 887.4 152,439 1,592 1,161 2,322 5.48 4.7 6 0.00 1 3.64 19.7 0.44 273.6 342.6 264.4 867.6 144,682 1,511 1,110 2,220 5.43 4.6 6 0.00 1 2.35 22.2 0.43 273.6 305.8 265.4 870.9 145,612 1,521 1,118 2,237 5.95 5.0 6 0.00 1 1.95 23.4 0.42 273.6 294.2 267.1 876.2 147,537 1,541 1,132 2,264 6.19 5.2 6 0.00 1 2.32 22.9 0.42 273.6 305.1 269.4 883.9 150,624 1,573 1,152 2,304 6.11 5.1 6 0.00 1 3.00 22.6 0.43 273.6 324.7 276.4 906.9 159,856 1,669 1,213 2,426 6.06 5.1 6 0.00 1 3.20 22.9 0.42 273.6 330.2 280.9 921.5 165,810 1,732 1,252 2,504 6.13 5.1 6 0.00 1 2.93 23.7 0.42 273.6 322.6 282.5 926.9 167,943 1,754 1,267 2,534 6.30 5.2 6 0.00 1 2.43 26.7 0.41 273.5 308.2 292.8 960.8 182,049 1,901 1,361 2,722 6.88 5.7 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 34.20 34.10 34.30 34.25 34.40 34.36 34.50 34.47 34.70 34.61 34.80 34.74 34.90 34.86 35.10 35.02 35.20 35.15 35.30 35.26 35.50 35.39 35.60 35.53 35.70 35.67 35.90 35.82 36.00 35.94 36.10 36.05 36.20 36.17 36.40 36.30 36.50 36.44 36.60 36.57 36.80 36.70 36.90 36.82 37.00 36.94 37.20 37.08 37.30 37.22 37.40 37.35 37.60 37.48 37.70 37.62 37.80 37.76 38.00 37.91 38.10 38.03 38.30 38.18 38.40 38.34 38.50 38.46 38.60 38.58 38.70 38.68 38.90 38.80 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 6 0.00 1 1.91 31.8 0.40 273.5 293.3 312.0 1,023.7 209,936 2,192 1,545 3,091 7.81 6.4 6 0.00 1 2.38 33.1 0.40 273.5 306.7 325.9 1,069.2 231,621 2,419 1,686 3,371 8.06 6.6 6 0.00 1 3.23 32.2 0.40 273.5 331.1 334.4 1,097.1 245,554 2,564 1,775 3,549 7.92 6.5 6 0.00 1 3.02 32.0 0.40 273.5 325.2 330.6 1,084.6 239,258 2,499 1,734 3,469 7.90 6.4 6 0.00 1 3.65 32.6 0.40 273.5 343.1 342.6 1,123.9 259,232 2,707 1,863 3,725 8.00 6.5 6 0.00 1 4.60 32.4 0.40 273.5 369.9 355.0 1,164.5 280,776 2,932 2,000 3,999 7.99 6.4 6 0.00 1 5.38 31.7 0.40 273.5 391.5 361.6 1,186.2 292,681 3,056 2,075 4,150 7.88 6.3 6 0.00 1 5.66 32.4 0.40 273.5 399.4 369.4 1,211.9 306,946 3,205 2,165 4,331 8.01 6.4 6 0.00 1 5.51 33.1 0.40 273.5 395.2 371.9 1,220.1 311,557 3,254 2,195 4,390 8.16 6.5 6 0.00 1 5.33 33.7 0.40 273.5 390.1 373.0 1,223.7 313,537 3,274 2,208 4,416 8.27 6.6 6 0.00 1 4.88 35.0 0.39 273.5 377.7 374.4 1,228.2 315,965 3,300 2,224 4,449 8.52 6.7 6 0.00 1 4.90 36.1 0.39 273.5 378.2 380.8 1,249.3 328,073 3,426 2,301 4,603 8.72 6.9 6 0.00 1 4.16 38.4 0.39 273.5 357.3 381.9 1,253.0 329,998 3,446 2,315 4,630 9.12 7.1 6 0.00 1 3.09 39.9 0.39 273.5 327.2 372.6 1,222.3 312,088 3,259 2,203 4,406 9.37 7.3 6 0.00 1 1.25 45.1 0.38 273.4 273.7 362.1 1,188.0 292,396 3,053 2,081 4,162 10.19 7.9 7 0.00 1 0.00 55.1 0.36 273.4 232.5 368.7 1,209.5 303,758 3,172 2,157 4,314 11.66 9.0 7 0.00 1 0.00 63.3 0.35 273.4 202.4 368.5 1,209.1 303,068 3,165 2,156 4,311 12.78 9.9 7 0.00 1 0.00 69.1 0.35 273.4 190.6 373.7 1,225.9 312,243 3,261 2,216 4,432 13.54 10.4 7 0.00 1 0.00 66.9 0.35 273.4 223.5 398.5 1,307.3 360,676 3,766 2,520 5,040 13.29 10.2 7 0.00 1 0.00 58.7 0.36 273.4 210.2 362.8 1,190.2 292,646 3,056 2,089 4,178 12.25 9.3 6 0.00 1 1.00 41.3 0.38 273.5 266.3 343.5 1,127.0 259,967 2,715 1,873 3,746 9.71 7.4 6 0.00 1 2.85 32.5 0.40 273.5 320.4 335.4 1,100.4 246,730 2,577 1,786 3,571 8.26 6.2 6 0.00 1 4.82 27.5 0.41 273.5 375.8 334.5 1,097.6 245,722 2,566 1,776 3,553 7.33 5.5 6 0.00 1 7.92 23.7 0.42 273.6 462.3 344.8 1,131.3 263,530 2,752 1,887 3,774 6.57 4.9 6 0.00 1 9.82 22.3 0.43 273.6 514.9 353.6 1,160.2 279,037 2,914 1,985 3,970 6.28 4.7 6 0.00 1 10.34 22.0 0.43 273.6 529.4 356.7 1,170.4 284,583 2,972 2,020 4,040 6.23 4.6 6 0.00 1 11.23 21.1 0.43 273.6 554.4 357.6 1,173.1 286,206 2,989 2,029 4,059 6.04 4.5 6 0.00 1 12.93 19.3 0.44 273.6 602.0 357.0 1,171.2 285,397 2,980 2,023 4,046 5.64 4.2 5 0.00 1 14.44 17.3 0.44 273.6 644.9 351.1 1,151.8 275,168 2,873 1,956 3,913 5.20 3.8 5 0.00 1 15.22 16.2 0.45 273.6 667.0 345.5 1,133.6 265,627 2,774 1,895 3,790 4.92 3.6 5 0.00 1 15.00 15.6 0.45 273.6 660.7 337.8 1,108.3 252,589 2,638 1,811 3,623 4.78 3.5 5 0.01 1 14.93 15.5 0.45 273.6 658.8 336.6 1,104.4 250,584 2,617 1,799 3,597 4.77 3.5 6 0.00 1 12.48 18.3 0.44 273.6 589.3 346.0 1,135.0 265,983 2,778 1,900 3,799 5.47 4.0 6 0.00 1 9.64 24.3 0.42 273.6 510.0 370.3 1,215.0 308,941 3,226 2,177 4,353 6.82 4.9 6 0.00 1 8.59 26.9 0.41 273.5 480.9 378.0 1,240.0 322,988 3,373 2,267 4,535 7.35 5.3 6 0.00 1 8.22 28.2 0.41 273.5 470.5 382.8 1,256.0 332,178 3,469 2,326 4,652 7.62 5.5 6 0.00 1 9.02 26.5 0.41 273.5 492.7 380.0 1,246.8 326,971 3,414 2,292 4,584 7.28 5.2 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 39.00 38.93 39.10 39.06 39.30 39.21 39.40 39.36 39.50 39.47 39.70 39.60 39.80 39.76 40.00 39.89 40.00 40.00 40.20 40.12 40.30 40.25 40.50 40.41 40.60 40.56 40.80 40.68 40.90 40.84 41.10 40.99 41.20 41.12 41.30 41.26 41.40 41.38 41.60 41.51 41.70 41.64 41.80 41.77 42.00 41.89 42.10 42.02 42.20 42.15 42.30 42.27 42.50 42.41 42.60 42.55 42.70 42.67 42.90 42.82 43.00 42.96 43.20 43.09 43.30 43.22 43.40 43.35 43.50 43.46 43.60 43.57 43.80 43.70 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 6 0.00 1 9.93 24.3 0.42 273.6 518.0 374.1 1,227.2 315,839 3,298 2,221 4,442 6.85 4.9 6 0.00 1 10.48 23.0 0.42 273.6 533.4 369.7 1,212.8 307,750 3,214 2,169 4,338 6.58 4.7 6 0.00 1 10.15 22.5 0.43 273.6 524.0 363.1 1,191.2 295,614 3,087 2,092 4,185 6.49 4.6 6 0.00 1 11.35 21.2 0.43 273.6 557.6 363.7 1,193.2 296,920 3,101 2,099 4,199 6.20 4.4 6 0.00 1 13.39 19.2 0.44 273.6 615.1 364.1 1,194.5 297,875 3,111 2,104 4,207 5.74 4.0 5 0.01 1 17.53 14.7 0.46 273.7 733.5 349.8 1,147.7 273,111 2,852 1,942 3,885 4.65 3.3 5 0.01 1 19.94 12.9 0.46 273.7 804.0 343.3 1,126.5 262,288 2,739 1,871 2,172 4.15 2.9 5 0.01 1 18.95 13.5 0.46 273.7 775.0 345.5 1,133.6 265,793 2,776 1,895 3,789 4.34 3.0 5 0.01 1 17.88 14.5 0.46 273.7 743.6 349.8 1,147.8 273,106 2,852 1,943 3,885 4.59 3.2 5 0.01 1 15.80 16.0 0.45 273.6 683.7 352.2 1,155.7 277,022 2,893 1,969 3,939 4.99 3.4 5 0.01 1 15.51 15.4 0.45 273.6 675.2 344.0 1,128.7 262,764 2,744 1,878 3,757 4.85 3.3 5 0.01 1 15.76 13.7 0.46 273.7 682.6 327.5 1,074.4 235,381 2,458 1,702 3,404 4.42 3.0 5 0.01 1 15.27 12.8 0.47 273.7 668.4 313.2 1,027.5 212,965 2,224 1,557 3,114 4.17 2.8 5 0.01 1 15.47 12.2 0.47 273.7 674.1 308.0 1,010.6 205,169 2,143 1,506 3,012 4.02 2.7 5 0.01 1 16.55 11.6 0.47 273.7 705.3 307.3 1,008.3 204,251 2,133 1,499 2,998 3.84 2.6 5 0.01 1 17.14 11.3 0.47 273.7 722.2 307.7 1,009.4 204,791 2,139 1,502 3,005 3.77 2.5 5 0.01 1 17.50 11.2 0.47 273.7 732.6 309.1 1,014.0 206,875 2,160 1,516 3,032 3.75 2.5 5 0.01 1 18.40 11.0 0.48 273.7 758.8 311.8 1,022.8 211,028 2,204 1,543 3,085 3.68 2.5 5 0.01 1 19.21 10.9 0.48 273.7 782.5 314.4 1,031.5 215,143 2,247 1,569 1,871 3.63 2.4 5 0.01 1 19.34 10.8 0.48 273.7 786.3 314.8 1,032.7 215,673 2,252 1,572 1,866 3.62 2.4 5 0.01 1 19.11 11.0 0.48 273.7 779.7 316.2 1,037.3 217,832 2,275 1,587 1,899 3.68 2.4 5 0.01 1 19.59 10.7 0.48 273.7 793.8 315.9 1,036.5 217,462 2,271 1,584 1,862 3.61 2.4 5 0.01 1 19.38 10.5 0.48 273.7 787.4 311.5 1,021.9 210,611 2,199 1,540 1,825 3.55 2.3 5 0.01 1 18.13 10.5 0.48 273.7 751.0 303.8 996.6 198,954 2,078 1,464 2,929 3.54 2.3 5 0.01 1 18.00 11.0 0.48 273.7 747.2 311.1 1,020.7 209,888 2,192 1,536 3,072 3.72 2.4 5 0.01 1 18.22 11.1 0.48 273.7 753.5 313.0 1,026.9 212,807 2,222 1,555 3,110 3.73 2.4 5 0.01 1 17.53 11.9 0.47 273.7 733.4 319.7 1,049.0 223,083 2,330 1,623 3,245 3.97 2.6 5 0.01 1 17.26 12.5 0.47 273.7 725.7 327.0 1,072.7 234,499 2,449 1,697 3,394 4.18 2.7 5 0.01 1 17.39 13.0 0.46 273.7 729.5 334.2 1,096.5 246,279 2,572 1,773 3,546 4.32 2.8 5 0.01 1 16.07 14.1 0.46 273.7 691.5 338.1 1,109.4 252,585 2,638 1,815 3,629 4.62 3.0 5 0.01 1 16.39 13.7 0.46 273.7 700.6 335.9 1,101.9 248,833 2,598 1,790 3,581 4.52 2.9 5 0.01 1 17.40 13.0 0.46 273.7 729.9 335.3 1,100.1 248,019 2,590 1,784 3,569 4.34 2.8 5 0.01 1 17.24 13.7 0.46 273.7 725.1 342.5 1,123.8 260,082 2,716 1,862 3,725 4.53 2.9 5 0.01 1 15.70 15.0 0.45 273.7 680.8 347.4 1,139.7 268,129 2,800 1,915 3,831 4.91 3.1 6 0.01 1 14.06 16.2 0.45 273.6 633.9 348.5 1,143.3 269,806 2,818 1,927 3,855 5.25 3.3 6 0.00 1 12.62 19.4 0.44 273.6 593.2 367.2 1,204.8 302,933 3,163 2,140 4,281 6.05 3.8 5 0.01 1 16.41 16.9 0.45 273.6 701.2 373.7 1,226.0 316,218 3,302 2,216 4,432 5.41 3.4 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 43.90 43.84 44.00 43.98 44.20 44.11 44.30 44.25 44.40 44.38 44.60 44.52 44.70 44.64 44.80 44.77 45.00 44.90 45.10 45.03 45.30 45.19 45.40 45.35 45.50 45.45 45.70 45.57 45.80 45.71 45.90 45.82 46.00 45.94 46.20 46.09 46.30 46.22 46.40 46.34 46.50 46.47 46.70 46.60 46.80 46.74 47.00 46.88 47.10 47.02 47.20 47.15 47.30 47.28 47.50 47.40 47.60 47.52 47.70 47.65 47.90 47.80 (SBT)Ic B q (SBT)Bq F C (%)q t.1.net(Mpa)c R αvs (m/s)Vs(m/s)V s (ft/s)G 0(kPa)G 0 (tsf)E' (tsf)M (tsf)σp ' (tsf)OCR 6 0.00 1 12.52 21.9 0.43 273.6 590.6 389.6 1,278.2 345,327 3,606 2,409 4,818 6.67 4.2 6 0.00 1 12.52 21.1 0.43 273.6 590.5 383.3 1,257.4 332,995 3,477 2,331 4,663 6.50 4.1 6 0.00 1 13.26 19.2 0.44 273.6 611.5 372.6 1,222.6 312,966 3,268 2,204 4,408 6.05 3.8 5 0.00 1 14.35 17.6 0.44 273.6 642.2 366.7 1,203.0 302,102 3,155 2,134 4,268 5.65 3.5 5 0.01 1 15.03 17.4 0.44 273.6 661.6 369.5 1,212.1 307,263 3,209 2,166 4,333 5.58 3.5 6 0.00 1 13.67 19.9 0.43 273.6 623.0 383.7 1,259.0 334,026 3,488 2,337 4,674 6.24 3.9 6 0.00 1 12.56 22.3 0.43 273.6 591.7 395.1 1,296.2 356,050 3,718 2,477 4,954 6.82 4.2 6 0.00 1 11.96 23.9 0.42 273.6 574.8 403.4 1,323.5 372,769 3,893 2,583 5,166 7.21 4.4 6 0.00 1 11.54 24.8 0.42 273.6 562.9 406.7 1,334.3 379,398 3,962 2,625 5,250 7.43 4.6 6 0.00 1 10.78 25.2 0.42 273.5 541.7 402.2 1,319.4 369,947 3,863 2,567 5,134 7.53 4.6 6 0.00 1 10.33 25.5 0.42 273.5 529.1 399.8 1,311.8 365,105 3,813 2,537 5,075 7.61 4.6 6 0.00 1 11.18 25.5 0.42 273.5 552.9 408.9 1,341.5 383,797 4,008 2,654 5,307 7.61 4.6 6 0.00 1 12.70 23.3 0.42 273.6 595.5 406.6 1,333.9 379,279 3,961 2,624 5,247 7.11 4.3 6 0.00 1 12.65 22.7 0.43 273.6 594.2 401.0 1,315.7 367,900 3,842 2,552 5,105 6.97 4.2 6 0.00 1 12.53 22.0 0.43 273.6 590.8 394.3 1,293.6 354,312 3,700 2,467 4,935 6.83 4.1 6 0.00 1 12.09 21.7 0.43 273.6 578.5 387.8 1,272.3 341,448 3,566 2,387 4,774 6.77 4.1 6 0.00 1 12.21 21.4 0.43 273.6 581.8 386.8 1,268.9 339,422 3,544 2,374 4,748 6.71 4.0 6 0.00 1 12.48 21.6 0.43 273.6 589.4 391.1 1,283.2 347,955 3,634 2,428 4,856 6.76 4.0 6 0.00 1 11.98 22.9 0.42 273.6 575.4 398.2 1,306.3 361,876 3,779 2,516 5,032 7.09 4.2 6 0.00 1 12.16 23.3 0.42 273.6 580.4 402.9 1,321.9 371,557 3,880 2,577 5,153 7.17 4.3 6 0.00 1 12.35 23.3 0.42 273.6 585.8 405.6 1,330.8 377,131 3,938 2,612 5,223 7.20 4.3 6 0.00 1 10.87 23.6 0.42 273.6 544.3 393.6 1,291.4 352,530 3,681 2,459 4,918 7.29 4.3 6 0.00 1 11.22 23.8 0.42 273.6 553.9 398.8 1,308.4 362,975 3,790 2,524 5,049 7.34 4.3 6 0.00 1 13.21 21.9 0.43 273.6 609.9 402.6 1,320.9 371,028 3,875 2,573 5,145 6.89 4.0 6 0.00 1 13.56 21.8 0.43 273.6 619.9 405.2 1,329.3 376,334 3,930 2,606 5,211 6.87 4.0 6 0.00 1 13.66 21.5 0.43 273.6 622.6 403.7 1,324.5 373,292 3,898 2,587 5,173 6.81 4.0 5 0.00 1 14.44 20.4 0.43 273.6 644.9 400.4 1,313.5 366,625 3,829 2,544 5,088 6.53 3.8 5 0.00 1 14.92 19.3 0.44 273.6 658.3 393.8 1,292.1 353,571 3,692 2,462 4,924 6.25 3.6 5 0.00 1 15.10 18.7 0.44 273.6 663.7 389.7 1,278.5 345,358 3,606 2,410 4,820 6.10 3.5 5 0.00 1 15.59 18.5 0.44 273.6 677.7 392.6 1,288.2 351,252 3,668 2,447 4,893 6.07 3.5 5 0.00 1 16.84 17.6 0.44 273.6 713.5 393.7 1,291.8 353,585 3,692 2,461 4,921 5.84 3.3 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 0.20 0.12 0.30 0.28 0.50 0.40 0.60 0.53 0.70 0.67 0.90 0.82 1.00 0.95 1.10 1.06 1.30 1.20 1.40 1.35 1.50 1.48 1.60 1.59 1.80 1.71 2.00 1.86 2.10 2.01 2.20 2.13 2.30 2.24 2.40 2.37 2.60 2.50 2.70 2.63 2.80 2.75 2.90 2.86 3.00 2.98 3.20 3.11 3.30 3.23 3.40 3.32 3.50 3.45 3.60 3.59 3.70 3.68 3.80 3.76 3.90 3.88 4.10 4.01 4.20 4.15 4.40 4.29 4.50 4.44 4.70 4.58 4.80 4.72 St S u (tsf)S u/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 112.7 0.22 0.35 25.1 0.22 9.80 3.27 47.2 16.8 5.5 1.14 1.4 0.9 0.1 1.70 30.6 0.00 1.08 0.11 34.4 13.7 4.4 0.37 5.0 4.5 2.1 0.2 1.70 33.2 0.00 1.48 0.49 27.8 12.3 3.9 0.52 22.8 5.1 3.4 0.4 1.70 34.8 0.00 1.26 0.42 24.3 11.6 3.6 0.63 33.9 7.2 4.6 1.4 1.70 36.2 0.00 1.16 0.39 21.2 11.0 3.4 0.73 43.4 9.6 5.9 3.4 1.70 37.6 0.00 0.91 0.30 17.7 10.4 3.2 0.83 59.4 12.8 7.8 6.6 1.70 38.2 0.00 0.85 0.28 16.4 10.2 3.1 0.89 63.0 11.1 8.9 8.6 1.70 38.9 0.00 0.81 0.27 14.6 9.9 3.0 0.95 66.0 12.8 10.0 11.1 1.70 39.0 0.01 0.79 0.26 15.6 10.0 3.1 0.95 67.0 13.0 10.2 11.4 1.70 39.6 0.01 0.49 0.16 14.3 9.8 3.0 1.01 70.0 14.7 11.4 13.9 1.70 39.6 0.01 0.49 0.16 15.1 9.9 3.1 1.01 70.3 14.8 11.4 14.0 1.70 39.4 0.01 0.75 0.25 16.6 10.2 3.1 0.99 69.8 14.3 11.1 13.2 1.70 39.4 0.01 0.76 0.25 17.6 10.3 3.2 0.99 69.4 14.1 11.0 13.0 1.70 39.2 0.01 0.78 0.26 19.3 10.7 3.3 0.97 67.9 13.5 10.5 12.1 1.70 39.2 0.01 0.78 0.26 19.9 10.8 3.3 0.98 68.1 13.7 10.6 12.3 1.70 39.3 0.01 0.78 0.26 20.4 10.8 3.4 0.98 68.3 13.7 10.7 12.4 1.70 39.3 0.01 0.78 0.26 20.9 10.9 3.4 0.98 68.3 13.7 10.7 12.4 1.70 39.4 0.01 0.50 0.17 21.0 10.9 3.4 0.99 68.8 14.1 10.9 12.9 1.70 39.5 0.01 0.50 0.17 21.0 11.0 3.4 1.00 69.6 14.4 11.2 13.5 1.70 39.5 0.01 0.75 0.25 21.7 11.1 3.5 1.00 69.7 14.3 11.2 13.3 1.70 39.3 0.01 0.76 0.25 22.7 11.3 3.5 0.99 69.5 13.9 11.0 12.8 1.70 39.1 0.01 0.77 0.26 24.1 11.5 3.6 0.96 68.8 13.3 10.6 11.8 1.70 38.9 0.01 0.78 0.26 25.5 11.8 3.7 0.95 67.7 12.7 10.2 11.0 1.70 38.7 0.01 0.80 0.27 26.7 12.0 3.8 0.93 66.7 12.3 9.9 10.3 1.70 38.6 0.02 0.81 0.27 27.6 12.2 3.9 0.92 65.9 12.0 9.7 10.0 1.70 38.6 0.02 0.82 0.27 28.1 12.3 3.9 0.92 65.2 11.9 9.5 9.8 1.70 38.6 0.02 0.84 0.28 28.5 12.4 3.9 0.92 63.9 11.9 9.3 9.8 1.70 38.6 0.02 0.84 0.28 29.0 12.5 4.0 0.92 63.8 11.9 9.3 9.7 1.70 38.4 0.02 0.85 0.28 30.1 12.7 4.0 0.90 63.1 11.4 9.0 9.1 1.70 38.2 0.02 0.87 0.29 30.9 12.9 4.1 0.89 62.3 11.1 8.8 8.7 1.70 38.9 0.02 0.55 0.18 28.4 12.4 3.9 0.94 64.9 12.6 9.8 10.9 1.70 39.1 0.02 0.52 0.17 27.5 12.2 3.8 0.97 67.0 13.4 10.4 12.0 1.70 39.4 0.02 0.51 0.17 26.7 12.0 3.8 0.99 68.4 14.2 10.9 13.1 1.70 39.6 0.02 0.50 0.17 26.3 11.9 3.8 1.01 69.0 14.7 11.2 13.8 1.70 39.7 0.03 0.50 0.17 25.9 11.9 3.7 1.02 69.6 15.1 11.4 14.5 1.70 40.0 0.03 0.48 0.16 25.0 11.7 3.7 1.05 71.3 16.0 12.1 15.8 1.70 40.1 0.03 0.48 0.16 24.7 11.6 3.7 1.06 70.7 16.5 12.3 16.5 1.70 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 4.90 4.85 5.00 4.96 5.10 5.06 5.30 5.20 5.40 5.34 5.50 5.46 5.70 5.59 5.80 5.73 5.90 5.85 6.00 5.98 6.20 6.11 6.30 6.24 6.40 6.38 6.60 6.52 6.70 6.66 6.80 6.79 7.00 6.92 7.10 7.08 7.20 7.18 7.40 7.31 7.60 7.50 7.70 7.67 7.90 7.81 8.00 7.96 8.20 8.12 8.30 8.27 8.40 8.37 8.60 8.49 8.70 8.62 8.80 8.76 9.00 8.90 9.10 9.03 9.20 9.16 9.40 9.30 9.40 9.40 9.60 9.53 9.70 9.68 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 40.2 0.03 0.48 0.16 24.6 11.6 3.6 1.07 71.3 16.8 12.3 17.0 1.70 39.9 0.03 0.50 0.17 26.1 11.9 3.7 1.04 69.4 15.9 11.8 15.6 1.70 40.0 0.03 0.49 0.16 25.9 11.9 3.7 1.05 69.9 16.1 12.0 15.9 1.70 40.0 0.03 0.48 0.16 25.9 11.9 3.7 1.05 71.2 16.2 12.1 16.1 1.70 40.1 0.03 0.47 0.16 25.6 11.8 3.7 1.06 71.6 16.5 12.3 16.5 1.70 40.1 0.03 0.47 0.16 25.7 11.8 3.7 1.06 71.7 16.5 12.3 16.6 1.70 40.0 0.03 0.39 0.13 26.3 11.9 3.8 1.05 70.0 16.2 11.7 16.0 1.70 39.9 0.03 0.50 0.17 27.1 12.1 3.8 1.04 69.0 15.7 11.5 15.3 1.70 39.3 0.03 0.55 0.18 29.9 12.7 4.0 0.98 65.0 13.9 10.4 12.7 1.70 39.3 0.03 0.55 0.18 30.2 12.7 4.0 0.98 64.8 13.8 10.4 12.6 1.70 39.2 0.03 0.56 0.19 30.7 12.8 4.1 0.97 64.2 13.6 10.3 12.3 1.70 38.9 0.03 0.55 0.18 32.4 13.2 4.2 0.94 65.2 12.7 9.8 10.9 1.70 38.5 0.03 0.84 0.28 34.0 13.6 4.3 0.92 64.0 11.9 9.3 9.7 1.70 38.1 0.02 0.86 0.29 36.1 14.0 4.5 0.88 62.5 14.4 8.7 8.3 1.70 37.5 0.02 0.89 0.30 39.3 14.8 4.8 0.83 60.6 12.6 7.9 6.4 1.70 37.2 0.02 0.90 0.30 40.4 15.1 4.9 0.81 60.2 12.1 7.6 5.8 1.70 38.1 0.03 0.86 0.29 36.7 14.2 4.6 0.88 62.7 14.3 8.7 8.2 1.70 38.6 0.03 0.82 0.27 34.4 13.6 4.4 0.92 65.2 12.0 9.6 9.9 1.70 38.6 0.03 0.82 0.27 34.5 13.7 4.4 0.92 65.5 12.0 9.6 9.9 1.70 40.0 0.04 0.47 0.16 28.0 12.3 3.9 1.05 71.7 16.0 12.2 15.8 1.70 41.2 0.04 0.42 0.14 22.6 11.2 3.5 1.16 77.9 20.6 15.1 21.4 1.70 42.0 0.05 0.28 0.09 19.0 10.6 3.3 1.25 83.3 19.4 17.1 25.4 1.70 42.4 0.05 0.26 0.09 17.2 10.3 3.2 1.29 86.3 21.2 18.4 27.7 1.70 41.8 0.05 0.28 0.09 19.9 10.7 3.3 1.23 82.5 18.9 17.1 24.6 1.70 42.7 0.06 0.25 0.08 15.8 10.1 3.1 1.33 88.6 22.7 20.2 29.5 1.70 42.9 0.06 0.25 0.08 15.2 9.9 3.1 1.34 89.7 23.6 20.9 30.4 1.69 43.0 0.06 0.24 0.08 14.6 9.9 3.0 1.35 90.5 24.2 21.5 31.1 1.69 43.1 0.06 0.24 0.08 14.2 9.8 3.0 1.36 91.0 24.8 22.0 31.7 1.68 43.2 0.06 0.24 0.08 13.6 9.7 3.0 1.37 91.8 25.5 22.5 32.4 1.67 43.3 0.07 0.23 0.08 13.1 9.6 3.0 1.37 92.6 26.3 23.0 33.2 1.66 43.4 0.07 0.23 0.08 12.7 9.6 2.9 1.38 93.1 26.8 23.2 33.7 1.65 43.5 0.07 0.23 0.08 12.2 9.5 2.9 1.38 93.8 27.5 23.6 34.4 1.64 43.6 0.07 0.22 0.07 11.5 9.4 2.9 1.40 94.8 28.6 24.4 35.5 1.63 43.9 0.07 0.21 0.07 10.3 9.2 2.8 1.42 96.5 30.2 25.6 37.2 1.62 44.1 0.08 0.21 0.07 9.4 9.0 2.8 1.44 97.9 31.6 26.6 38.6 1.62 44.4 0.08 0.20 0.07 7.9 8.8 2.7 1.48 100.0 33.9 28.2 40.7 1.61 44.6 0.08 0.10 0.03 6.8 8.7 2.6 1.50 100.0 35.8 29.4 42.3 1.60 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 9.80 9.79 10.00 9.89 10.10 10.01 10.20 10.13 10.30 10.26 10.40 10.39 10.50 10.48 10.70 10.61 10.80 10.78 10.90 10.90 11.10 11.00 11.20 11.12 11.30 11.25 11.40 11.38 11.60 11.49 11.70 11.62 11.80 11.73 12.00 11.86 12.10 12.04 12.30 12.19 12.30 12.30 12.50 12.41 12.60 12.55 12.80 12.70 12.90 12.83 13.00 12.96 13.20 13.10 13.30 13.21 13.40 13.34 13.60 13.50 13.70 13.63 13.80 13.76 14.00 13.92 14.10 14.08 14.30 14.21 14.40 14.34 14.50 14.47 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 44.8 0.09 0.10 0.03 5.8 8.5 2.6 1.52 100.0 37.5 29.7 43.9 1.59 45.0 0.09 0.10 0.03 4.9 8.4 2.5 1.54 100.0 39.0 30.8 45.2 1.59 45.2 0.09 0.10 0.03 4.2 8.3 2.5 1.55 100.0 40.6 32.1 46.7 1.58 45.1 0.09 0.10 0.03 4.5 8.4 2.5 1.54 100.0 40.0 32.1 46.0 1.58 45.3 0.09 0.10 0.03 3.6 8.2 2.5 1.56 100.0 41.9 33.8 48.0 1.57 45.4 0.09 0.10 0.03 3.1 8.2 2.5 1.57 100.0 43.0 34.9 49.2 1.56 45.5 0.10 0.10 0.03 2.5 8.1 2.4 1.58 100.0 44.3 36.0 50.5 1.56 45.6 0.10 0.10 0.03 1.8 8.0 2.4 1.59 100.0 45.9 37.4 52.2 1.55 45.6 0.10 0.10 0.03 1.7 8.0 2.4 1.59 100.0 46.2 37.8 52.4 1.54 45.7 0.10 0.10 0.03 1.5 8.0 2.4 1.59 100.0 46.7 38.2 52.8 1.53 45.7 0.10 0.10 0.03 1.4 7.9 2.4 1.59 100.0 47.2 38.8 53.3 1.53 45.7 0.10 0.20 0.07 1.2 7.9 2.4 1.59 100.0 47.8 39.3 53.8 1.52 45.7 0.10 0.20 0.07 1.3 7.9 2.4 1.58 100.0 47.6 39.3 53.5 1.51 45.6 0.10 0.20 0.07 1.6 8.0 2.4 1.57 100.0 47.3 39.2 53.0 1.50 45.6 0.10 0.20 0.07 1.7 8.0 2.4 1.56 100.0 47.1 39.4 52.7 1.50 45.6 0.10 0.20 0.07 1.8 8.0 2.4 1.55 100.0 47.1 39.8 52.5 1.49 45.5 0.10 0.20 0.07 2.2 8.0 2.4 1.54 100.0 46.5 39.5 51.7 1.49 45.3 0.10 0.20 0.07 3.2 8.2 2.5 1.51 100.0 44.7 38.4 49.7 1.48 45.2 0.10 0.20 0.07 3.8 8.2 2.5 1.48 100.0 43.8 37.4 48.5 1.47 45.1 0.10 0.20 0.07 3.9 8.3 2.5 1.48 100.0 43.8 38.0 48.4 1.46 44.7 0.09 0.20 0.07 6.1 8.6 2.6 1.42 100.0 39.9 35.5 44.3 1.46 44.9 0.10 0.20 0.07 4.9 8.4 2.5 1.44 100.0 42.1 37.5 46.3 1.45 44.9 0.10 0.20 0.07 4.8 8.4 2.5 1.44 100.0 42.4 38.1 46.5 1.44 44.9 0.10 0.20 0.07 5.0 8.4 2.5 1.43 100.0 42.4 38.2 46.3 1.44 44.8 0.10 0.30 0.10 5.4 8.5 2.6 1.41 100.0 41.8 38.0 45.7 1.43 44.6 0.09 0.30 0.10 6.2 8.6 2.6 1.39 100.0 40.4 37.0 44.3 1.42 44.5 0.09 0.30 0.10 6.9 8.7 2.6 1.37 100.0 39.4 36.3 43.3 1.42 44.5 0.09 0.30 0.10 7.1 8.7 2.6 1.36 100.0 39.2 36.1 43.0 1.41 44.4 0.09 0.30 0.10 7.1 8.7 2.6 1.36 100.0 39.3 36.1 43.0 1.40 44.5 0.09 0.30 0.10 6.7 8.7 2.6 1.36 100.0 40.2 36.6 43.8 1.40 44.6 0.10 0.20 0.07 6.3 8.6 2.6 1.37 100.0 41.0 36.9 44.4 1.39 44.7 0.10 0.20 0.07 6.0 8.6 2.6 1.37 100.0 41.8 36.9 45.0 1.39 44.7 0.10 0.20 0.07 5.9 8.5 2.6 1.37 100.0 42.1 36.2 45.2 1.38 44.7 0.10 0.20 0.07 6.0 8.6 2.6 1.36 100.0 42.1 35.6 45.2 1.37 44.5 0.10 0.20 0.07 6.6 8.6 2.6 1.34 100.0 41.2 34.3 44.2 1.37 44.5 0.10 0.10 0.03 6.8 8.7 2.6 1.33 100.0 40.9 33.6 43.9 1.36 44.5 0.10 0.20 0.07 6.4 8.6 2.6 1.34 100.0 41.7 34.3 44.5 1.36 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 14.70 14.60 14.80 14.75 14.90 14.84 15.00 14.91 15.10 15.05 15.20 15.18 15.40 15.33 15.50 15.46 15.60 15.57 15.80 15.72 15.90 15.86 16.10 15.99 16.20 16.12 16.30 16.25 16.40 16.38 16.60 16.50 16.70 16.63 16.80 16.76 16.90 16.88 17.10 17.00 17.20 17.13 17.30 17.26 17.50 17.41 17.60 17.54 17.70 17.64 17.80 17.74 18.00 17.90 18.10 18.06 18.30 18.20 18.40 18.33 18.50 18.43 18.60 18.52 18.70 18.63 18.90 18.78 19.00 18.91 19.10 19.03 19.20 19.14 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 44.6 0.10 0.10 0.03 6.2 8.6 2.6 1.34 100.0 42.2 34.5 44.9 1.35 44.6 0.10 0.10 0.03 6.0 8.6 2.6 1.34 100.0 42.7 35.0 45.3 1.35 44.6 0.10 0.10 0.03 6.2 8.6 2.6 1.34 100.0 42.5 34.8 45.1 1.34 44.6 0.10 0.10 0.03 6.0 8.6 2.6 1.34 100.0 35.7 34.6 45.3 1.34 44.8 0.10 0.10 0.03 5.0 8.4 2.5 1.36 100.0 37.5 36.3 47.4 1.34 44.9 0.10 0.10 0.03 4.9 8.4 2.5 1.36 100.0 37.7 36.8 47.6 1.33 44.8 0.10 0.20 0.07 4.9 8.4 2.5 1.35 100.0 45.4 37.7 47.6 1.33 44.8 0.10 0.20 0.07 5.0 8.4 2.5 1.34 100.0 45.3 37.8 47.4 1.32 44.7 0.10 0.20 0.07 5.4 8.5 2.6 1.33 100.0 44.7 37.3 46.7 1.32 44.7 0.10 0.20 0.07 5.5 8.5 2.6 1.33 100.0 44.6 37.0 46.5 1.31 44.8 0.10 0.20 0.07 5.2 8.4 2.6 1.33 100.0 37.8 37.3 47.2 1.31 44.9 0.11 0.10 0.03 4.4 8.3 2.5 1.35 100.0 39.2 37.9 48.8 1.30 45.1 0.11 0.10 0.03 3.8 8.3 2.5 1.36 100.0 40.4 38.7 50.2 1.30 45.2 0.11 0.10 0.03 3.3 8.2 2.5 1.37 100.0 41.4 39.6 51.5 1.29 45.2 0.11 0.10 0.03 3.2 8.2 2.5 1.36 100.0 41.6 39.6 51.7 1.29 45.1 0.11 0.10 0.03 3.4 8.2 2.5 1.36 100.0 41.4 39.3 51.3 1.29 45.1 0.11 0.10 0.03 3.7 8.2 2.5 1.35 100.0 40.9 38.0 50.6 1.28 45.0 0.11 0.10 0.03 4.0 8.3 2.5 1.34 100.0 40.5 37.5 50.0 1.28 44.8 0.11 0.10 0.03 4.8 8.4 2.5 1.32 100.0 39.2 37.0 48.4 1.28 44.9 0.11 0.10 0.03 4.2 8.3 2.5 1.33 100.0 40.3 38.7 49.6 1.27 45.0 0.11 0.10 0.03 3.9 8.3 2.5 1.33 100.0 41.0 39.8 50.4 1.27 45.0 0.11 0.10 0.03 4.1 8.3 2.5 1.32 100.0 40.8 39.5 50.1 1.26 44.9 0.11 0.10 0.03 4.6 8.4 2.5 1.31 100.0 39.9 39.2 48.9 1.26 44.8 0.11 0.20 0.07 4.8 8.4 2.5 1.30 100.0 39.8 39.3 48.6 1.25 44.7 0.11 0.20 0.07 5.3 8.5 2.6 1.29 100.0 39.0 38.9 47.6 1.25 44.7 0.11 0.20 0.07 5.4 8.5 2.6 1.28 100.0 46.7 38.9 47.5 1.25 44.7 0.11 0.20 0.07 5.4 8.5 2.6 1.28 100.0 46.8 39.3 47.4 1.24 44.7 0.11 0.20 0.07 5.5 8.5 2.6 1.27 100.0 46.8 39.6 47.3 1.24 44.6 0.11 0.20 0.07 5.6 8.5 2.6 1.27 100.0 46.8 39.4 47.3 1.23 44.6 0.11 0.20 0.07 5.8 8.5 2.6 1.26 100.0 46.4 39.1 46.8 1.23 44.6 0.11 0.20 0.07 5.9 8.5 2.6 1.26 100.0 46.3 38.9 46.7 1.23 44.6 0.11 0.20 0.07 5.8 8.5 2.6 1.26 100.0 46.7 39.0 47.0 1.23 44.6 0.11 0.20 0.07 5.7 8.5 2.6 1.26 100.0 46.9 39.1 47.1 1.22 44.5 0.11 0.20 0.07 6.1 8.6 2.6 1.24 100.0 38.5 38.5 46.4 1.22 44.5 0.11 0.20 0.07 6.4 8.6 2.6 1.24 100.0 38.1 37.9 45.8 1.21 44.4 0.11 0.20 0.07 6.8 8.7 2.6 1.22 100.0 37.6 37.3 45.2 1.21 44.3 0.11 0.20 0.07 7.2 8.7 2.6 1.21 99.4 44.5 36.9 44.6 1.21 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 19.40 19.27 19.50 19.45 19.60 19.56 19.70 19.65 19.80 19.76 20.00 19.89 20.10 20.03 20.20 20.17 20.40 20.31 20.50 20.43 20.60 20.56 20.80 20.71 21.00 20.87 21.10 21.03 21.20 21.16 21.30 21.26 21.40 21.37 21.50 21.48 21.70 21.61 21.80 21.77 21.90 21.88 22.10 22.01 22.20 22.14 22.30 22.26 22.50 22.39 22.60 22.52 22.80 22.67 22.90 22.81 23.00 22.92 23.10 23.05 23.20 23.18 23.40 23.31 23.60 23.47 23.60 23.60 23.80 23.72 23.90 23.84 24.10 23.99 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 44.3 0.11 0.20 0.07 7.3 8.7 2.7 1.21 99.3 37.0 36.7 44.4 1.20 44.3 0.11 0.20 0.07 7.2 8.7 2.6 1.21 99.5 37.3 37.1 44.7 1.20 43.8 0.10 0.22 0.07 9.4 9.1 2.8 1.16 96.3 40.8 34.7 40.9 1.20 44.1 0.11 0.21 0.07 8.0 8.8 2.7 1.19 98.3 43.5 36.7 43.4 1.19 44.2 0.11 0.21 0.07 7.7 8.8 2.7 1.19 98.7 44.1 37.3 43.9 1.19 44.1 0.11 0.21 0.07 8.0 8.9 2.7 1.18 98.2 43.5 36.9 43.3 1.19 44.1 0.11 0.21 0.07 8.2 8.9 2.7 1.18 97.9 43.3 36.4 43.0 1.18 44.1 0.11 0.21 0.07 8.3 8.9 2.7 1.17 97.8 43.2 35.9 42.9 1.18 44.1 0.11 0.11 0.04 7.9 8.8 2.7 1.18 98.4 36.8 36.2 43.7 1.18 44.2 0.11 0.10 0.03 7.5 8.8 2.7 1.18 98.9 37.5 36.8 44.4 1.17 44.2 0.11 0.10 0.03 7.5 8.8 2.7 1.18 98.8 37.5 36.9 44.4 1.17 44.2 0.11 0.11 0.04 7.6 8.8 2.7 1.18 98.7 37.5 36.9 44.3 1.17 44.3 0.11 0.10 0.03 7.1 8.7 2.6 1.19 99.4 38.4 37.7 45.2 1.16 44.5 0.12 0.10 0.03 5.9 8.5 2.6 1.21 100.0 40.5 39.5 47.5 1.16 44.7 0.12 0.10 0.03 5.1 8.4 2.5 1.22 100.0 41.9 40.3 49.1 1.16 44.8 0.12 0.10 0.03 4.6 8.4 2.5 1.23 100.0 43.0 40.8 50.3 1.16 44.8 0.12 0.10 0.03 4.4 8.3 2.5 1.23 100.0 43.3 40.8 50.6 1.15 44.8 0.12 0.10 0.03 4.4 8.3 2.5 1.23 100.0 43.5 40.9 50.7 1.15 44.9 0.12 0.10 0.03 4.1 8.3 2.5 1.24 100.0 44.2 41.5 51.5 1.15 44.9 0.12 0.10 0.03 3.9 8.3 2.5 1.24 100.0 44.6 41.7 51.9 1.14 44.9 0.12 0.10 0.03 3.9 8.3 2.5 1.23 100.0 44.7 41.6 51.9 1.14 44.9 0.12 0.10 0.03 3.8 8.2 2.5 1.23 100.0 45.0 42.4 52.3 1.14 44.8 0.12 0.10 0.03 4.3 8.3 2.5 1.22 100.0 44.1 41.7 51.2 1.14 44.6 0.12 0.10 0.03 5.4 8.5 2.6 1.20 100.0 42.1 40.3 48.8 1.13 44.6 0.12 0.10 0.03 5.4 8.5 2.6 1.19 100.0 42.2 40.5 48.8 1.13 44.7 0.12 0.10 0.03 4.8 8.4 2.5 1.20 100.0 43.3 41.4 50.1 1.13 44.8 0.12 0.10 0.03 4.5 8.4 2.5 1.21 100.0 44.0 41.4 50.8 1.12 44.8 0.12 0.10 0.03 4.5 8.3 2.5 1.21 100.0 44.2 41.6 50.9 1.12 44.7 0.12 0.10 0.03 4.8 8.4 2.5 1.20 100.0 43.7 41.6 50.3 1.12 44.6 0.12 0.10 0.03 5.3 8.5 2.6 1.18 100.0 42.8 41.4 49.2 1.12 44.4 0.12 0.10 0.03 6.4 8.6 2.6 1.16 100.0 41.0 39.7 47.0 1.11 44.2 0.11 0.11 0.04 7.4 8.8 2.7 1.14 98.6 39.3 38.0 45.1 1.11 44.3 0.12 0.10 0.03 6.9 8.7 2.6 1.15 99.4 40.4 38.6 46.2 1.11 44.4 0.12 0.10 0.03 6.4 8.6 2.6 1.16 100.0 41.4 39.4 47.3 1.11 44.4 0.12 0.10 0.03 6.2 8.6 2.6 1.16 100.0 41.7 39.6 47.6 1.10 44.4 0.12 0.10 0.03 6.1 8.6 2.6 1.16 100.0 42.0 39.9 47.9 1.10 44.4 0.12 0.10 0.03 6.1 8.6 2.6 1.16 100.0 42.1 40.1 48.0 1.10 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 24.20 24.14 24.40 24.29 24.50 24.44 24.60 24.56 24.70 24.66 24.80 24.77 25.00 24.90 25.10 25.02 25.20 25.15 25.40 25.29 25.50 25.43 25.60 25.57 25.70 25.69 25.90 25.82 26.00 25.96 26.10 26.09 26.30 26.21 26.40 26.34 26.50 26.46 26.70 26.61 26.80 26.74 26.90 26.87 27.10 27.03 27.20 27.16 27.30 27.26 27.50 27.40 27.60 27.52 27.70 27.65 27.90 27.81 28.00 27.97 28.20 28.10 28.30 28.22 28.40 28.36 28.60 28.50 28.70 28.64 28.80 28.77 29.00 28.90 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 44.4 0.12 0.10 0.03 6.0 8.6 2.6 1.15 100.0 42.2 40.3 48.0 1.10 44.4 0.12 0.10 0.03 6.1 8.6 2.6 1.15 100.0 42.3 40.1 48.0 1.09 44.5 0.12 0.10 0.03 5.9 8.5 2.6 1.15 100.0 42.7 40.2 48.5 1.09 44.6 0.12 0.10 0.03 5.2 8.4 2.6 1.17 100.0 44.0 41.7 49.9 1.09 44.2 0.12 0.11 0.04 7.5 8.8 2.7 1.12 98.5 40.1 39.0 45.4 1.09 44.5 0.12 0.10 0.03 5.9 8.5 2.6 1.15 100.0 42.9 42.0 48.5 1.08 44.5 0.12 0.20 0.07 5.9 8.5 2.6 1.15 100.0 43.0 42.5 48.6 1.08 44.5 0.12 0.20 0.07 5.9 8.5 2.6 1.15 100.0 43.1 43.1 48.6 1.08 44.5 0.12 0.20 0.07 5.9 8.5 2.6 1.14 100.0 43.2 43.5 48.7 1.08 44.5 0.12 0.20 0.07 5.7 8.5 2.6 1.14 100.0 43.6 43.5 49.0 1.07 44.5 0.12 0.20 0.07 5.8 8.5 2.6 1.14 100.0 43.4 43.6 48.8 1.07 44.5 0.12 0.20 0.07 5.8 8.5 2.6 1.14 100.0 43.5 43.9 48.8 1.07 44.5 0.13 0.20 0.07 5.6 8.5 2.6 1.14 100.0 43.9 44.3 49.3 1.07 44.6 0.13 0.20 0.07 5.2 8.5 2.6 1.15 100.0 44.8 45.3 50.1 1.06 44.5 0.13 0.20 0.07 5.4 8.5 2.6 1.14 100.0 44.6 45.4 49.8 1.06 44.6 0.13 0.20 0.07 5.2 8.4 2.6 1.14 100.0 45.0 45.8 50.3 1.06 44.6 0.13 0.20 0.07 5.2 8.5 2.6 1.14 100.0 45.1 46.1 50.3 1.06 44.6 0.13 0.20 0.07 5.2 8.4 2.6 1.14 100.0 54.3 46.6 50.4 1.05 44.5 0.13 0.20 0.07 5.4 8.5 2.6 1.13 100.0 53.8 46.4 49.9 1.05 44.4 0.13 0.20 0.07 5.9 8.5 2.6 1.12 100.0 52.9 45.8 49.0 1.05 44.4 0.13 0.20 0.07 6.2 8.6 2.6 1.11 100.0 52.3 45.5 48.4 1.04 44.3 0.13 0.20 0.07 6.4 8.6 2.6 1.11 99.7 51.9 45.3 48.0 1.04 44.2 0.12 0.20 0.07 6.9 8.7 2.6 1.10 99.1 51.2 45.0 47.2 1.04 44.2 0.12 0.21 0.07 7.2 8.7 2.6 1.09 98.5 50.5 45.0 46.5 1.04 44.0 0.12 0.21 0.07 7.8 8.8 2.7 1.08 97.7 49.3 43.8 45.4 1.04 43.7 0.11 0.22 0.07 9.7 9.1 2.8 1.04 95.1 45.7 40.5 41.8 1.03 43.3 0.11 0.23 0.08 11.7 9.4 2.9 1.00 92.3 42.1 37.7 38.1 1.03 43.5 0.11 0.23 0.08 10.6 9.2 2.8 1.02 93.9 44.2 38.6 40.2 1.03 43.9 0.12 0.21 0.07 8.4 8.9 2.7 1.06 96.8 48.5 41.4 44.3 1.03 44.1 0.12 0.21 0.07 7.6 8.8 2.7 1.07 97.9 41.9 42.7 45.9 1.02 44.1 0.12 0.21 0.07 7.6 8.8 2.7 1.07 97.9 41.9 42.9 45.9 1.02 44.1 0.12 0.21 0.07 7.7 8.8 2.7 1.07 97.9 42.0 43.0 45.9 1.02 44.0 0.12 0.21 0.07 8.0 8.8 2.7 1.06 97.4 49.8 43.0 45.3 1.02 44.0 0.12 0.21 0.07 8.1 8.9 2.7 1.05 97.2 49.6 43.7 45.1 1.01 43.6 0.12 0.22 0.07 9.7 9.1 2.8 1.02 95.0 46.5 41.7 41.9 1.01 43.2 0.11 0.34 0.11 12.1 9.5 2.9 0.98 91.8 42.3 38.4 37.7 1.01 42.9 0.10 0.24 0.08 13.5 9.7 3.0 0.95 89.8 39.9 36.0 35.2 1.01 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 29.10 29.02 29.20 29.15 29.40 29.30 29.50 29.45 29.70 29.58 29.90 29.77 30.00 29.93 30.20 30.09 30.30 30.26 30.50 30.40 30.60 30.52 30.70 30.64 30.90 30.80 31.00 30.93 31.10 31.04 31.30 31.20 31.40 31.33 31.50 31.45 31.60 31.58 31.80 31.70 31.90 31.84 32.00 31.96 32.20 32.12 32.30 32.27 32.40 32.39 32.60 32.51 32.70 32.63 32.80 32.76 33.00 32.90 33.10 33.03 33.20 33.16 33.30 33.29 33.50 33.43 33.60 33.57 33.80 33.69 33.90 33.83 34.00 33.96 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 43.2 0.11 0.24 0.08 12.1 9.5 2.9 0.98 91.7 42.4 37.1 37.6 1.00 43.6 0.12 0.22 0.07 10.0 9.1 2.8 1.01 94.6 46.3 39.6 41.5 1.00 43.7 0.12 0.22 0.07 9.4 9.1 2.8 1.02 95.3 47.5 40.5 42.7 1.00 43.7 0.12 0.22 0.07 9.7 9.1 2.8 1.01 95.0 47.1 40.2 42.2 1.00 43.5 0.12 0.23 0.08 10.3 9.2 2.8 1.00 94.1 46.0 39.5 41.0 1.00 43.2 0.11 0.23 0.08 11.8 9.4 2.9 0.97 92.1 43.4 37.9 38.4 0.99 43.2 0.11 0.24 0.08 12.2 9.5 2.9 0.97 91.6 42.8 37.8 37.7 0.99 43.0 0.11 0.24 0.08 13.2 9.6 3.0 0.95 90.2 41.2 35.5 35.9 0.99 42.1 0.09 0.27 0.09 17.4 10.3 3.2 0.88 84.4 34.7 30.7 29.2 0.99 42.5 0.10 0.26 0.09 15.2 10.0 3.1 0.91 87.3 38.0 32.9 32.5 0.98 42.4 0.10 0.26 0.09 15.8 10.1 3.1 0.90 86.6 37.2 32.2 31.6 0.98 42.4 0.10 0.26 0.09 15.7 10.0 3.1 0.90 86.7 37.4 32.2 31.8 0.98 42.7 0.10 0.25 0.08 14.3 9.8 3.0 0.92 88.5 39.6 34.0 34.0 0.98 42.8 0.11 0.25 0.08 13.7 9.7 3.0 0.93 89.4 40.7 34.9 35.1 0.98 42.8 0.11 0.25 0.08 13.7 9.7 3.0 0.93 89.4 40.8 35.2 35.1 0.97 42.9 0.11 0.25 0.08 13.6 9.7 3.0 0.93 89.5 41.1 35.6 35.3 0.97 43.1 0.11 0.24 0.08 12.4 9.5 2.9 0.95 91.1 43.2 37.5 37.4 0.97 43.2 0.11 0.24 0.08 12.0 9.4 2.9 0.95 91.7 44.0 38.6 38.1 0.97 43.1 0.11 0.24 0.08 12.4 9.5 2.9 0.95 91.2 43.4 38.5 37.5 0.97 42.9 0.11 0.24 0.08 13.3 9.7 3.0 0.93 89.9 41.8 37.6 35.8 0.97 42.7 0.11 0.35 0.12 14.3 9.8 3.0 0.91 88.5 40.2 36.6 34.1 0.96 42.7 0.11 0.35 0.12 14.6 9.9 3.0 0.91 88.1 39.8 36.3 33.7 0.96 42.6 0.11 0.35 0.12 14.7 9.9 3.0 0.90 88.0 39.7 36.1 33.5 0.96 42.9 0.11 0.24 0.08 13.4 9.7 3.0 0.92 89.7 42.0 37.8 35.8 0.96 43.1 0.11 0.24 0.08 12.1 9.5 2.9 0.94 91.5 44.4 40.0 38.1 0.96 43.2 0.12 0.24 0.08 12.0 9.4 2.9 0.94 91.7 44.6 40.1 38.4 0.95 43.1 0.11 0.24 0.08 12.2 9.5 2.9 0.94 91.3 44.2 39.9 37.9 0.95 42.8 0.11 0.35 0.12 13.7 9.7 3.0 0.91 89.2 41.7 37.8 35.2 0.95 42.8 0.11 0.25 0.08 13.7 9.7 3.0 0.91 89.2 41.7 37.4 35.3 0.95 42.7 0.11 0.25 0.08 14.1 9.8 3.0 0.90 88.7 41.2 36.6 34.7 0.95 43.3 0.12 0.23 0.08 11.2 9.3 2.8 0.95 92.7 46.5 40.1 39.9 0.94 43.6 0.12 0.22 0.07 10.0 9.1 2.8 0.97 94.3 40.7 41.8 42.3 0.94 43.5 0.12 0.23 0.08 10.5 9.2 2.8 0.96 93.6 48.0 41.4 41.3 0.94 43.4 0.12 0.23 0.08 10.8 9.3 2.8 0.95 93.2 47.5 41.6 40.8 0.94 43.5 0.12 0.23 0.08 10.5 9.2 2.8 0.96 93.6 48.2 42.4 41.4 0.94 43.6 0.13 0.22 0.07 9.6 9.1 2.8 0.97 94.7 49.9 43.6 43.1 0.94 44.2 0.14 0.21 0.07 6.8 8.7 2.6 1.02 98.5 46.7 48.5 48.9 0.93 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 34.20 34.10 34.30 34.25 34.40 34.36 34.50 34.47 34.70 34.61 34.80 34.74 34.90 34.86 35.10 35.02 35.20 35.15 35.30 35.26 35.50 35.39 35.60 35.53 35.70 35.67 35.90 35.82 36.00 35.94 36.10 36.05 36.20 36.17 36.40 36.30 36.50 36.44 36.60 36.57 36.80 36.70 36.90 36.82 37.00 36.94 37.20 37.08 37.30 37.22 37.40 37.35 37.60 37.48 37.70 37.62 37.80 37.76 38.00 37.91 38.10 38.03 38.30 38.18 38.40 38.34 38.50 38.46 38.60 38.58 38.70 38.68 38.90 38.80 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 45.0 0.16 0.20 0.07 2.6 8.1 2.4 1.09 100.0 55.7 57.0 58.2 0.93 45.2 0.16 0.20 0.07 1.6 8.0 2.4 1.11 100.0 58.1 60.2 60.6 0.93 45.1 0.16 0.20 0.07 2.2 8.0 2.4 1.09 100.0 67.9 59.8 59.0 0.93 45.0 0.16 0.20 0.07 2.4 8.1 2.4 1.09 100.0 67.6 59.3 58.7 0.93 45.1 0.16 0.20 0.07 2.0 8.0 2.4 1.09 100.0 68.8 61.2 59.7 0.93 45.1 0.16 0.30 0.10 2.1 8.0 2.4 1.09 100.0 68.5 62.1 59.4 0.92 45.0 0.16 0.30 0.10 2.6 8.1 2.4 1.08 100.0 67.2 61.8 58.2 0.92 45.1 0.16 0.30 0.10 2.1 8.0 2.4 1.09 100.0 68.7 63.6 59.4 0.92 45.2 0.16 0.30 0.10 1.6 8.0 2.4 1.10 100.0 70.4 65.0 60.8 0.92 45.3 0.17 0.30 0.10 1.1 7.9 2.4 1.10 100.0 71.7 66.0 61.9 0.92 45.4 0.17 0.30 0.10 0.2 7.8 2.3 1.12 100.0 74.6 68.0 64.3 0.91 45.6 0.17 0.30 0.10 0.0 7.7 2.3 1.13 100.0 77.1 70.3 66.4 0.91 45.9 0.18 0.20 0.07 0.0 7.5 2.2 1.16 100.0 82.0 73.7 70.5 0.91 46.0 0.19 0.20 0.07 0.0 7.4 2.2 1.17 100.0 85.3 74.9 73.2 0.91 46.6 0.20 0.20 0.07 0.0 7.0 2.1 1.23 100.0 80.2 80.8 82.6 0.91 47.6 0.23 0.10 0.03 0.0 6.5 1.9 1.33 100.0 97.8 94.7 100.6 0.90 48.2 0.26 0.10 0.03 0.0 6.2 1.8 1.40 100.0 112.2 105.2 115.3 0.90 48.6 0.27 0.10 0.03 0.0 5.9 1.7 1.45 100.0 122.4 113.3 125.7 0.90 48.5 0.27 0.10 0.03 0.0 6.0 1.7 1.43 100.0 118.8 114.0 121.8 0.90 47.8 0.24 0.10 0.03 0.0 6.3 1.9 1.35 100.0 104.7 99.1 107.3 0.90 46.2 0.19 0.20 0.07 0.0 7.3 2.2 1.18 100.0 74.2 74.3 75.9 0.90 45.1 0.17 0.20 0.07 2.0 8.0 2.4 1.07 100.0 70.7 61.7 60.2 0.89 44.3 0.15 0.30 0.10 6.1 8.6 2.6 1.00 99.3 60.0 54.6 51.1 0.89 43.5 0.13 0.31 0.10 9.7 9.1 2.8 0.93 97.0 64.8 50.0 43.6 0.89 43.2 0.13 0.35 0.12 11.1 9.3 2.8 0.91 96.8 61.3 48.7 40.6 0.89 43.1 0.12 0.35 0.12 11.4 9.4 2.9 0.90 96.9 60.7 48.6 40.1 0.89 42.9 0.12 0.35 0.12 12.5 9.5 2.9 0.89 96.3 58.2 47.3 38.1 0.89 42.5 0.11 0.37 0.12 14.6 9.9 3.0 0.85 95.3 71.3 44.5 34.2 0.88 42.0 0.10 0.44 0.15 17.2 10.3 3.2 0.81 93.6 64.5 41.1 30.0 0.88 41.6 0.10 0.46 0.15 18.9 10.6 3.3 0.79 92.3 60.4 38.9 27.5 0.88 41.4 0.10 0.49 0.16 19.8 10.7 3.3 0.77 90.8 58.3 37.5 26.2 0.88 41.4 0.10 0.50 0.17 19.9 10.8 3.3 0.77 90.5 58.1 37.3 25.9 0.88 42.2 0.11 0.41 0.14 15.9 10.1 3.1 0.83 93.0 68.5 42.5 32.2 0.88 43.6 0.14 0.31 0.10 9.0 9.0 2.7 0.93 99.3 67.8 53.7 45.3 0.87 44.1 0.15 0.30 0.10 6.6 8.6 2.6 0.97 100.0 74.8 58.3 50.4 0.87 44.3 0.15 0.30 0.10 5.5 8.5 2.6 0.99 100.0 78.4 60.7 52.7 0.87 44.0 0.15 0.30 0.10 7.0 8.7 2.6 0.96 100.0 73.9 57.9 49.6 0.87 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 39.00 38.93 39.10 39.06 39.30 39.21 39.40 39.36 39.50 39.47 39.70 39.60 39.80 39.76 40.00 39.89 40.00 40.00 40.20 40.12 40.30 40.25 40.50 40.41 40.60 40.56 40.80 40.68 40.90 40.84 41.10 40.99 41.20 41.12 41.30 41.26 41.40 41.38 41.60 41.51 41.70 41.64 41.80 41.77 42.00 41.89 42.10 42.02 42.20 42.15 42.30 42.27 42.50 42.41 42.60 42.55 42.70 42.67 42.90 42.82 43.00 42.96 43.20 43.09 43.30 43.22 43.40 43.35 43.50 43.46 43.60 43.57 43.80 43.70 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 43.6 0.14 0.31 0.10 9.0 9.0 2.7 0.93 99.5 68.1 54.2 45.4 0.87 43.3 0.13 0.33 0.11 10.4 9.2 2.8 0.90 98.2 64.6 51.9 42.5 0.87 43.2 0.13 0.34 0.11 10.9 9.3 2.8 0.90 97.2 63.5 50.7 41.5 0.87 42.9 0.12 0.35 0.12 12.4 9.5 2.9 0.87 96.4 59.9 48.7 38.6 0.86 42.4 0.11 0.37 0.12 14.8 9.9 3.0 0.83 95.3 72.6 45.6 34.2 0.86 41.1 0.09 0.47 0.16 21.1 11.0 3.4 0.74 92.0 56.4 37.5 24.4 0.86 40.4 0.08 0.14 0.05 24.3 11.6 3.6 0.70 90.9 59.6 34.0 20.3 0.86 40.7 0.09 0.49 0.16 23.2 11.3 3.6 0.71 91.1 62.6 35.3 21.7 0.86 41.0 0.09 0.48 0.16 21.6 11.1 3.4 0.73 91.7 55.7 37.1 23.8 0.86 41.5 0.10 0.47 0.16 19.2 10.6 3.3 0.77 92.2 61.3 39.8 27.1 0.85 41.3 0.10 0.50 0.17 20.1 10.8 3.4 0.75 90.6 59.2 38.3 25.8 0.85 40.8 0.09 0.57 0.19 22.8 11.3 3.5 0.72 87.2 53.2 34.5 22.1 0.85 40.4 0.08 0.62 0.21 24.6 11.6 3.6 0.69 84.3 49.7 32.1 20.0 0.85 40.2 0.08 0.65 0.22 25.6 11.8 3.7 0.68 83.1 47.7 30.9 18.8 0.85 40.0 0.08 0.65 0.22 26.9 12.1 3.8 0.66 82.7 45.5 29.8 17.4 0.85 39.8 0.08 0.65 0.22 27.5 12.2 3.8 0.65 82.7 44.5 29.4 16.8 0.85 39.8 0.07 0.65 0.22 27.6 12.2 3.9 0.65 82.9 44.3 29.4 16.6 0.84 39.7 0.07 0.64 0.21 28.1 12.3 3.9 0.64 83.5 43.5 29.2 16.2 0.84 39.6 0.07 0.16 0.05 28.5 12.4 3.9 0.64 84.0 42.9 29.1 15.8 0.84 39.6 0.07 0.16 0.05 28.6 12.4 3.9 0.64 84.0 42.8 29.1 15.7 0.84 39.7 0.07 0.16 0.05 28.2 12.3 3.9 0.64 84.2 43.6 29.5 16.1 0.84 39.6 0.07 0.17 0.06 28.7 12.4 3.9 0.63 84.2 42.7 29.1 15.6 0.84 39.4 0.07 0.17 0.06 29.3 12.5 4.0 0.63 83.1 41.9 28.5 15.0 0.84 39.4 0.07 0.68 0.23 29.4 12.6 4.0 0.62 81.3 41.8 28.0 14.9 0.83 39.7 0.07 0.65 0.22 28.1 12.3 3.9 0.64 82.8 44.0 29.4 16.2 0.83 39.7 0.07 0.64 0.21 28.0 12.3 3.9 0.64 83.2 44.2 29.6 16.2 0.83 40.0 0.08 0.62 0.21 26.4 12.0 3.8 0.66 84.5 47.3 31.4 18.0 0.83 40.3 0.08 0.59 0.20 25.0 11.7 3.7 0.67 85.9 50.0 33.1 19.5 0.83 40.5 0.09 0.57 0.19 24.1 11.5 3.6 0.68 87.3 51.9 34.4 20.6 0.83 40.8 0.09 0.55 0.18 22.2 11.2 3.5 0.71 88.1 56.0 36.5 22.9 0.83 40.7 0.09 0.56 0.19 22.9 11.3 3.5 0.70 87.5 54.5 35.7 22.0 0.83 40.5 0.09 0.57 0.19 24.1 11.5 3.6 0.68 87.3 52.2 34.6 20.6 0.82 40.7 0.09 0.54 0.18 22.9 11.3 3.5 0.70 88.6 54.8 36.3 22.1 0.82 41.1 0.10 0.52 0.17 20.7 10.9 3.4 0.72 89.6 59.9 38.9 25.1 0.82 41.5 0.11 0.45 0.15 18.8 10.6 3.3 0.75 90.2 64.7 41.1 27.9 0.82 42.4 0.12 0.39 0.13 14.5 9.8 3.0 0.81 94.2 76.6 47.6 35.0 0.82 41.7 0.11 0.42 0.14 17.9 10.4 3.2 0.76 94.2 201.8 44.0 29.3 0.82 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 43.90 43.84 44.00 43.98 44.20 44.11 44.30 44.25 44.40 44.38 44.60 44.52 44.70 44.64 44.80 44.77 45.00 44.90 45.10 45.03 45.30 45.19 45.40 45.35 45.50 45.45 45.70 45.57 45.80 45.71 45.90 45.82 46.00 45.94 46.20 46.09 46.30 46.22 46.40 46.34 46.50 46.47 46.70 46.60 46.80 46.74 47.00 46.88 47.10 47.02 47.20 47.15 47.30 47.28 47.50 47.40 47.60 47.52 47.70 47.65 47.90 47.80 St S u (tsf)Su/σ v0'φ (°)c' (tsf)Cc/(1+e0)(%)Cr/(1+e 0 )(%)μFC μLL μPI K 0 D R (%)N 60L&B (N 60)Ic (N 1)60I&B CN 42.9 0.13 0.33 0.11 11.6 9.4 2.9 0.85 98.0 86.5 53.7 40.8 0.82 42.8 0.13 0.35 0.12 12.4 9.5 2.9 0.83 96.9 83.8 52.0 39.1 0.81 42.3 0.12 0.38 0.13 14.7 9.9 3.0 0.80 94.6 76.6 48.0 34.7 0.81 41.9 0.11 0.45 0.15 16.8 10.2 3.2 0.77 93.1 70.7 45.0 31.1 0.81 41.8 0.11 0.44 0.15 17.2 10.3 3.2 0.76 93.3 69.7 44.8 30.5 0.81 42.5 0.12 0.36 0.12 13.8 9.7 3.0 0.81 96.2 79.7 50.3 36.4 0.81 43.0 0.14 0.32 0.11 11.1 9.3 2.8 0.85 98.5 88.8 55.2 41.8 0.81 43.3 0.14 0.30 0.10 9.4 9.1 2.8 0.87 100.0 95.3 58.7 45.7 0.81 43.5 0.15 0.30 0.10 8.5 8.9 2.7 0.88 100.0 98.8 60.5 47.5 0.81 43.6 0.15 0.30 0.10 8.1 8.9 2.7 0.89 100.0 75.3 60.7 48.3 0.80 43.7 0.15 0.30 0.10 7.9 8.8 2.7 0.89 100.0 76.2 61.0 48.9 0.80 43.6 0.15 0.30 0.10 7.9 8.8 2.7 0.89 100.0 101.7 61.9 48.9 0.80 43.2 0.14 0.30 0.10 10.1 9.2 2.8 0.86 100.0 93.4 58.1 44.3 0.80 43.1 0.14 0.31 0.10 10.7 9.2 2.8 0.85 99.0 91.1 56.7 42.9 0.80 42.9 0.14 0.33 0.11 11.5 9.4 2.9 0.83 97.9 88.6 55.0 41.3 0.80 42.9 0.14 0.35 0.12 11.8 9.4 2.9 0.83 97.0 87.6 54.0 40.6 0.80 42.8 0.13 0.35 0.12 12.1 9.5 2.9 0.82 96.7 86.6 53.5 40.0 0.80 42.8 0.14 0.34 0.11 11.9 9.4 2.9 0.83 97.2 87.4 54.2 40.4 0.79 43.1 0.14 0.32 0.11 10.4 9.2 2.8 0.85 98.6 92.8 57.1 43.6 0.79 43.2 0.14 0.31 0.10 10.1 9.2 2.8 0.85 99.2 94.2 58.1 44.4 0.79 43.2 0.14 0.31 0.10 10.0 9.1 2.8 0.85 99.5 94.6 58.5 44.6 0.79 43.3 0.15 0.32 0.11 9.7 9.1 2.8 0.85 98.5 71.9 58.0 45.3 0.79 43.3 0.15 0.32 0.11 9.5 9.1 2.8 0.86 99.0 72.5 58.9 45.7 0.79 42.9 0.14 0.32 0.11 11.5 9.4 2.9 0.83 98.4 89.5 56.1 41.4 0.79 42.8 0.14 0.32 0.11 11.6 9.4 2.9 0.82 98.6 267.7 56.2 41.1 0.79 42.8 0.14 0.33 0.11 12.0 9.4 2.9 0.82 98.2 264.6 55.6 40.5 0.78 42.5 0.13 0.36 0.12 13.3 9.6 3.0 0.80 97.3 251.4 53.4 37.8 0.78 42.2 0.12 0.38 0.13 14.7 9.9 3.0 0.78 96.0 238.5 51.0 35.2 0.78 42.1 0.12 0.40 0.13 15.4 10.0 3.1 0.77 95.2 77.2 49.7 33.8 0.78 42.0 0.12 0.39 0.13 15.6 10.0 3.1 0.76 95.6 230.4 49.7 33.4 0.78 41.8 0.12 0.40 0.13 16.8 10.2 3.2 0.75 95.5 220.2 48.3 31.4 0.78 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 0.20 0.12 0.30 0.28 0.50 0.40 0.60 0.53 0.70 0.67 0.90 0.82 1.00 0.95 1.10 1.06 1.30 1.20 1.40 1.35 1.50 1.48 1.60 1.59 1.80 1.71 2.00 1.86 2.10 2.01 2.20 2.13 2.30 2.24 2.40 2.37 2.60 2.50 2.70 2.63 2.80 2.75 2.90 2.86 3.00 2.98 3.20 3.11 3.30 3.23 3.40 3.32 3.50 3.45 3.60 3.59 3.70 3.68 3.80 3.76 3.90 3.88 4.10 4.01 4.20 4.15 4.40 4.29 4.50 4.44 4.70 4.58 4.80 4.72 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 7.9 6.7 5.7 1.4 1.00 1.02 1.10 1.00 0.44 1.30 0.00 0.01 0.00 7.6 3.6 0.2 3.6 1.00 1.14 1.10 1.00 0.39 0.06 0.01 0.01 0.885 0.01 5.67 8.7 5.7 0.4 5.7 1.00 1.14 1.10 1.00 0.39 0.07 0.01 0.01 0.056 0.08 0.87 12.2 7.8 1.4 7.8 1.00 1.14 1.10 1.00 0.39 0.08 0.01 0.02 0.024 0.20 0.38 16.3 10.0 3.4 10.0 1.00 1.14 1.10 1.00 0.39 0.09 0.01 0.02 0.017 0.30 0.15 23.7 15.0 8.3 16.2 1.00 1.14 1.10 1.00 0.39 0.13 0.02 0.03 0.010 0.49 0.05 20.2 16.4 9.9 17.7 1.00 1.14 1.10 1.00 0.39 0.14 0.02 0.04 0.010 0.52 0.04 22.5 17.6 11.7 18.9 1.00 1.14 1.10 1.00 0.39 0.17 0.03 0.05 0.010 0.54 0.03 23.0 18.2 12.1 19.7 1.00 1.14 1.10 1.00 0.39 0.17 0.03 0.06 0.011 0.54 0.03 25.6 19.8 14.3 21.1 1.00 1.14 1.10 1.00 0.39 0.20 0.03 0.07 0.011 0.56 0.03 25.8 20.0 14.4 21.3 1.00 1.14 1.10 1.00 0.39 0.21 0.04 0.08 0.013 0.55 0.03 25.1 19.7 13.8 21.3 1.00 1.14 1.10 1.00 0.39 0.20 0.04 0.08 0.014 0.53 0.03 24.9 19.5 13.6 21.0 1.00 1.14 1.10 1.00 0.39 0.20 0.04 0.09 0.017 0.50 0.04 23.8 18.7 12.7 20.1 1.00 1.14 1.10 1.00 0.39 0.18 0.05 0.10 0.022 0.43 0.06 24.0 18.8 12.9 20.2 1.00 1.14 1.10 1.00 0.39 0.18 0.05 0.11 0.025 0.41 0.06 24.1 18.9 13.0 20.3 1.00 1.14 1.10 1.00 0.39 0.18 0.06 0.11 0.027 0.40 0.07 24.1 18.9 13.0 20.3 0.99 1.14 1.10 1.00 0.39 0.19 0.06 0.12 0.030 0.38 0.08 24.6 19.2 13.4 20.5 0.99 1.14 1.10 1.00 0.38 0.19 0.06 0.13 0.032 0.37 0.08 25.2 19.6 13.9 21.0 0.99 1.14 1.10 1.00 0.38 0.20 0.07 0.14 0.033 0.38 0.08 25.1 19.7 13.9 21.2 0.99 1.14 1.10 1.00 0.38 0.20 0.07 0.14 0.034 0.38 0.08 24.8 19.6 13.6 21.3 0.99 1.14 1.10 1.00 0.38 0.20 0.07 0.15 0.037 0.37 0.09 24.0 19.3 13.0 21.1 0.99 1.14 1.10 1.00 0.38 0.19 0.08 0.15 0.040 0.35 0.11 23.2 18.8 12.3 20.6 0.99 1.14 1.10 1.00 0.38 0.18 0.08 0.16 0.048 0.31 0.14 22.5 18.3 11.8 20.0 0.99 1.14 1.10 1.00 0.38 0.17 0.08 0.16 0.060 0.27 0.18 22.0 17.9 11.4 19.5 0.99 1.14 1.10 1.00 0.38 0.17 0.09 0.17 0.071 0.24 0.23 21.6 17.5 11.0 19.0 0.99 1.14 1.10 1.00 0.38 0.16 0.09 0.17 0.087 0.21 0.28 21.1 16.7 10.5 17.9 0.99 1.14 1.10 1.00 0.38 0.15 0.09 0.18 0.135 0.16 0.44 21.1 16.6 10.5 17.9 0.99 1.14 1.10 1.00 0.38 0.15 0.10 0.19 0.148 0.15 0.48 20.5 16.3 10.0 17.6 0.99 1.14 1.10 1.00 0.38 0.15 0.10 0.19 0.170 0.13 0.59 20.0 16.0 9.7 17.3 0.99 1.14 1.10 1.00 0.38 0.14 0.10 0.19 0.204 0.12 0.75 22.1 17.1 11.2 18.2 0.99 1.14 1.10 1.00 0.38 0.16 0.10 0.21 0.168 0.14 0.49 23.4 18.2 12.4 19.5 0.99 1.14 1.10 1.00 0.38 0.17 0.11 0.22 0.123 0.18 0.33 24.6 19.0 13.4 20.2 0.99 1.14 1.10 1.00 0.38 0.19 0.11 0.23 0.113 0.20 0.27 25.3 19.3 14.0 20.3 0.99 1.14 1.10 1.00 0.38 0.19 0.12 0.24 0.122 0.19 0.28 26.0 19.7 14.6 20.5 0.99 1.14 1.10 1.00 0.38 0.20 0.12 0.25 0.127 0.19 0.28 27.5 20.7 15.9 21.5 0.99 1.14 1.10 1.00 0.38 0.22 0.12 0.26 0.107 0.22 0.21 28.1 20.8 16.5 20.8 0.99 1.14 1.10 1.00 0.38 0.21 0.13 0.28 0.126 0.20 0.24 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 4.90 4.85 5.00 4.96 5.10 5.06 5.30 5.20 5.40 5.34 5.50 5.46 5.70 5.59 5.80 5.73 5.90 5.85 6.00 5.98 6.20 6.11 6.30 6.24 6.40 6.38 6.60 6.52 6.70 6.66 6.80 6.79 7.00 6.92 7.10 7.08 7.20 7.18 7.40 7.31 7.60 7.50 7.70 7.67 7.90 7.81 8.00 7.96 8.20 8.12 8.30 8.27 8.40 8.37 8.60 8.49 8.70 8.62 8.80 8.76 9.00 8.90 9.10 9.03 9.20 9.16 9.40 9.30 9.40 9.40 9.60 9.53 9.70 9.68 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 28.6 20.9 17.0 20.9 0.99 1.14 1.10 1.00 0.38 0.22 0.13 0.28 0.154 0.17 0.29 27.0 20.1 15.6 20.1 0.99 1.14 1.10 1.00 0.38 0.20 0.13 0.29 0.164 0.16 0.33 27.4 20.4 15.9 20.4 0.99 1.14 1.10 1.00 0.39 0.20 0.53 0.14 0.29 14.497 2.18 27.8 20.8 16.1 21.3 0.99 1.14 1.10 1.00 0.39 0.22 0.56 0.14 0.30 13.770 2.10 28.3 21.0 16.6 21.5 0.99 1.14 1.10 1.00 0.40 0.22 0.56 0.14 0.30 13.691 2.08 28.3 21.1 16.6 21.5 0.99 1.14 1.10 1.00 0.40 0.22 0.56 0.15 0.31 13.576 2.08 27.5 19.9 16.0 19.9 0.99 1.14 1.10 1.00 0.41 0.20 0.50 0.15 0.31 14.396 2.17 26.7 19.5 15.3 19.5 0.99 1.14 1.10 1.00 0.41 0.19 0.47 0.16 0.31 14.992 2.22 23.6 17.7 12.7 17.7 0.99 1.14 1.10 1.00 0.42 0.16 0.38 0.16 0.30 17.988 2.46 23.5 17.8 12.6 17.8 0.99 1.14 1.10 1.00 0.42 0.16 0.37 0.16 0.30 18.173 2.47 23.1 17.6 12.3 17.6 0.99 1.14 1.10 1.00 0.42 0.15 0.36 0.17 0.30 18.615 2.50 22.2 17.3 11.4 18.4 0.99 1.14 1.10 1.00 0.43 0.16 0.37 0.17 0.30 17.819 2.45 21.2 16.8 10.6 18.1 0.99 1.14 1.10 1.00 0.43 0.15 0.35 0.17 0.30 18.768 2.52 26.3 16.3 9.8 17.7 0.98 1.14 1.10 1.00 0.44 0.14 0.33 0.18 0.29 20.078 2.61 24.1 15.7 8.8 17.3 0.98 1.14 1.10 1.00 0.44 0.13 0.30 0.18 0.29 21.868 2.74 23.5 15.7 8.7 17.3 0.98 1.14 1.10 1.00 0.45 0.13 0.30 0.18 0.29 22.174 2.77 26.3 16.5 9.9 18.0 0.98 1.14 1.10 1.00 0.45 0.14 0.32 0.19 0.30 19.862 2.60 21.7 17.5 11.1 19.0 0.98 1.14 1.10 1.00 0.45 0.16 0.35 0.19 0.32 17.772 2.45 21.8 17.7 11.2 19.3 0.98 1.14 1.10 1.00 0.46 0.16 0.36 0.19 0.32 17.496 2.43 27.6 21.0 15.9 22.0 0.98 1.14 1.10 1.00 0.46 0.22 0.49 0.20 0.35 13.552 2.08 35.1 25.7 21.4 25.6 0.98 1.14 1.10 1.00 0.47 0.33 0.72 0.20 0.38 6.932 1.50 32.9 29.0 25.4 29.0 0.98 1.14 1.10 1.00 0.47 0.51 1.07 0.21 0.41 2.330 0.44 36.0 31.3 27.7 31.3 0.98 1.14 1.10 1.00 0.47 0.65 1.37 0.21 0.42 0.863 0.16 32.1 29.1 24.6 29.1 0.98 1.14 1.10 1.00 0.48 0.47 0.98 0.22 0.42 3.033 0.61 38.6 34.3 29.5 34.3 0.98 1.14 1.10 1.00 0.48 0.77 1.60 0.22 0.44 0.229 0.09 39.9 35.4 30.4 35.4 0.98 1.14 1.10 1.00 0.48 0.83 1.70 0.23 0.45 0.035 0.06 40.9 36.2 31.1 36.2 0.98 1.14 1.10 1.00 0.49 0.87 1.79 0.23 0.46 0.000 0.00 41.6 36.9 31.7 36.9 0.98 1.14 1.10 1.00 0.49 0.90 1.85 0.23 0.47 0.000 0.00 42.6 37.6 32.4 37.6 0.98 1.14 1.10 1.00 0.49 0.95 1.93 0.24 0.47 0.000 0.00 43.6 38.1 33.2 38.1 0.98 1.14 1.10 1.00 0.49 1.00 2.00 0.24 0.48 0.000 0.00 44.2 38.2 33.7 38.2 0.98 1.14 1.10 1.00 0.50 1.03 2.00 0.24 0.49 0.000 0.00 45.2 38.8 34.4 38.8 0.98 1.14 1.10 1.00 0.50 1.07 2.00 0.25 0.49 0.000 0.00 46.6 39.9 35.5 39.9 0.98 1.14 1.10 1.00 0.50 1.14 2.00 0.25 0.50 0.000 0.00 49.1 41.7 37.2 41.7 0.98 1.14 1.10 1.00 0.51 1.25 2.00 0.26 0.51 0.000 0.00 51.1 43.1 38.6 43.1 0.98 1.14 1.10 1.00 0.51 1.30 2.00 0.26 0.52 0.000 0.00 54.7 45.5 40.7 45.5 0.98 1.14 1.10 1.00 0.51 1.30 2.00 0.26 0.54 0.000 0.00 57.3 47.0 42.3 47.0 0.98 1.14 1.10 1.00 0.51 1.30 2.00 0.27 0.55 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 9.80 9.79 10.00 9.89 10.10 10.01 10.20 10.13 10.30 10.26 10.40 10.39 10.50 10.48 10.70 10.61 10.80 10.78 10.90 10.90 11.10 11.00 11.20 11.12 11.30 11.25 11.40 11.38 11.60 11.49 11.70 11.62 11.80 11.73 12.00 11.86 12.10 12.04 12.30 12.19 12.30 12.30 12.50 12.41 12.60 12.55 12.80 12.70 12.90 12.83 13.00 12.96 13.20 13.10 13.30 13.21 13.40 13.34 13.60 13.50 13.70 13.63 13.80 13.76 14.00 13.92 14.10 14.08 14.30 14.21 14.40 14.34 14.50 14.47 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 59.8 47.3 43.9 47.3 0.98 1.14 1.10 1.00 0.51 1.30 2.00 0.27 0.56 0.000 0.00 62.0 49.0 45.2 49.0 0.98 1.14 1.10 1.00 0.52 1.30 2.00 0.27 0.57 0.000 0.00 64.2 50.8 46.7 50.8 0.98 1.14 1.10 1.00 0.52 1.30 2.00 0.28 0.58 0.000 0.00 63.1 50.6 46.0 50.6 0.98 1.14 1.10 1.00 0.52 1.30 2.00 0.28 0.58 0.000 0.00 65.7 52.9 48.0 52.9 0.98 1.14 1.10 1.00 0.52 1.30 2.00 0.28 0.59 0.000 0.00 67.1 54.4 49.2 54.4 0.98 1.14 1.10 1.00 0.52 1.30 2.00 0.29 0.60 0.000 0.00 68.9 56.0 50.5 56.0 0.98 1.14 1.10 1.00 0.53 1.30 2.00 0.29 0.61 0.000 0.00 71.0 57.9 52.2 57.9 0.98 1.14 1.10 1.00 0.53 1.30 2.00 0.29 0.62 0.000 0.00 71.1 58.1 52.4 58.1 0.97 1.14 1.10 1.00 0.53 1.30 2.00 0.30 0.62 0.000 0.00 71.5 58.5 52.8 58.5 0.97 1.14 1.10 1.00 0.53 1.30 2.00 0.30 0.63 0.000 0.00 72.0 59.2 53.3 59.2 0.97 1.14 1.10 1.00 0.53 1.30 2.00 0.30 0.63 0.000 0.00 72.6 59.8 53.8 59.8 0.97 1.14 1.10 1.00 0.53 1.30 2.00 0.31 0.64 0.000 0.00 72.0 59.4 53.5 59.4 0.97 1.14 1.10 1.00 0.54 1.30 2.00 0.31 0.64 0.000 0.00 71.1 59.0 53.0 59.0 0.97 1.14 1.10 1.00 0.54 1.30 2.00 0.32 0.64 0.000 0.00 70.6 59.0 52.7 59.0 0.97 1.14 1.10 1.00 0.54 1.30 2.00 0.32 0.65 0.000 0.00 70.2 59.3 52.5 59.3 0.97 1.14 1.10 1.00 0.54 1.30 2.00 0.32 0.65 0.000 0.00 69.0 58.7 51.7 58.7 0.97 1.14 1.10 1.00 0.54 1.30 2.00 0.33 0.65 0.000 0.00 66.1 56.7 49.7 56.7 0.97 1.14 1.10 1.00 0.54 1.30 2.00 0.33 0.65 0.000 0.00 64.4 55.0 48.5 55.0 0.97 1.14 1.10 1.00 0.54 1.30 2.00 0.34 0.65 0.000 0.00 64.0 55.5 48.4 55.5 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.34 0.65 0.000 0.00 58.2 51.7 44.3 51.7 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.34 0.64 0.000 0.00 61.1 54.4 46.3 54.4 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.35 0.65 0.000 0.00 61.2 55.0 46.5 55.0 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.35 0.66 0.000 0.00 60.8 54.9 46.3 54.9 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.36 0.66 0.000 0.00 59.8 54.3 45.7 54.3 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.36 0.66 0.000 0.00 57.6 52.7 44.3 52.4 0.97 1.14 1.10 1.00 0.55 1.30 2.00 0.36 0.66 0.000 0.00 56.0 51.5 43.3 51.5 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.37 0.66 0.000 0.00 55.5 51.0 43.0 51.1 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.37 0.66 0.000 0.00 55.3 50.8 43.0 50.9 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.38 0.66 0.000 0.00 56.2 51.2 43.8 51.2 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.38 0.67 0.000 0.00 57.1 51.3 44.4 51.3 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.38 0.68 0.000 0.00 57.9 51.2 45.0 51.2 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.39 0.69 0.000 0.00 58.1 49.9 45.2 49.9 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.39 0.69 0.000 0.00 57.8 48.8 45.2 48.8 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.40 0.70 0.000 0.00 56.3 46.8 44.2 46.8 0.97 1.14 1.10 1.00 0.56 1.30 2.00 0.40 0.70 0.000 0.00 55.7 45.8 43.9 45.8 0.97 1.14 1.10 1.00 0.57 1.30 2.00 0.41 0.70 0.000 0.00 56.6 46.5 44.5 46.5 0.97 1.14 1.10 1.00 0.57 1.30 2.00 0.41 0.70 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 14.70 14.60 14.80 14.75 14.90 14.84 15.00 14.91 15.10 15.05 15.20 15.18 15.40 15.33 15.50 15.46 15.60 15.57 15.80 15.72 15.90 15.86 16.10 15.99 16.20 16.12 16.30 16.25 16.40 16.38 16.60 16.50 16.70 16.63 16.80 16.76 16.90 16.88 17.10 17.00 17.20 17.13 17.30 17.26 17.50 17.41 17.60 17.54 17.70 17.64 17.80 17.74 18.00 17.90 18.10 18.06 18.30 18.20 18.40 18.33 18.50 18.43 18.60 18.52 18.70 18.63 18.90 18.78 19.00 18.91 19.10 19.03 19.20 19.14 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 57.1 46.7 44.9 46.7 0.97 1.14 1.10 1.00 0.57 1.30 2.00 0.41 0.71 0.000 0.00 57.5 47.2 45.3 47.2 0.97 1.14 1.10 1.00 0.57 1.30 2.00 0.42 0.72 0.000 0.00 57.2 46.7 45.1 46.7 0.97 1.14 1.10 1.00 0.57 1.30 2.00 0.42 0.72 0.000 0.00 47.9 46.5 45.3 46.5 0.97 1.14 1.10 1.00 0.57 1.30 2.00 0.42 0.72 0.000 0.00 50.1 48.5 47.4 48.5 0.96 1.14 1.10 1.00 0.57 1.30 2.00 0.43 0.73 0.000 0.00 50.2 49.0 47.6 49.0 0.96 1.14 1.10 1.00 0.57 1.30 2.00 0.43 0.74 0.000 0.00 60.2 50.0 47.6 50.0 0.96 1.14 1.10 1.00 0.57 1.30 2.00 0.43 0.74 0.000 0.00 59.8 49.9 47.4 49.9 0.96 1.14 1.10 1.00 0.57 1.30 2.00 0.44 0.75 0.000 0.00 58.9 49.2 46.7 49.2 0.96 1.14 1.10 1.00 0.57 1.30 2.00 0.44 0.75 0.000 0.00 58.5 48.5 46.5 48.5 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.45 0.75 0.000 0.00 49.4 48.8 47.2 48.8 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.45 0.76 0.000 0.00 51.0 49.4 48.8 49.4 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.45 0.77 0.000 0.00 52.4 50.3 50.2 50.3 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.46 0.78 0.000 0.00 53.6 51.3 51.5 51.3 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.46 0.79 0.000 0.00 53.7 51.1 51.7 51.1 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.46 0.79 0.000 0.00 53.3 50.6 51.3 50.6 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.47 0.79 0.000 0.00 52.5 48.7 50.6 48.7 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.47 0.79 0.000 0.00 51.7 47.9 50.0 47.9 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.48 0.79 0.000 0.00 50.0 47.1 48.4 47.1 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.48 0.79 0.000 0.00 51.2 49.2 49.6 49.2 0.96 1.14 1.10 1.00 0.58 1.30 2.00 0.48 0.80 0.000 0.00 52.0 50.4 50.4 50.4 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.49 0.80 0.000 0.00 51.6 49.8 50.1 49.8 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.49 0.81 0.000 0.00 50.3 49.3 48.9 49.3 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.49 0.80 0.000 0.00 49.9 49.3 48.6 49.3 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.50 0.81 0.000 0.00 48.8 48.7 47.6 48.7 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.50 0.80 0.000 0.00 58.3 48.6 47.5 48.6 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.50 0.81 0.000 0.00 58.2 48.9 47.4 48.9 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.51 0.81 0.000 0.00 58.0 49.0 47.3 49.0 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.51 0.82 0.000 0.00 57.8 48.7 47.3 48.7 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.52 0.82 0.000 0.00 57.2 48.1 46.8 48.1 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.52 0.82 0.000 0.00 56.9 47.8 46.7 47.8 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.52 0.82 0.000 0.00 57.2 47.8 47.0 47.8 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.53 0.83 0.000 0.00 57.3 47.7 47.1 47.7 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.53 0.83 0.000 0.00 46.9 46.9 46.4 46.9 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.53 0.83 0.000 0.00 46.3 46.0 45.8 46.0 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.54 0.83 0.000 0.00 45.5 45.1 45.2 45.1 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.54 0.83 0.000 0.00 53.7 44.6 44.6 44.6 0.96 1.14 1.10 1.00 0.59 1.30 2.00 0.54 0.83 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 19.40 19.27 19.50 19.45 19.60 19.56 19.70 19.65 19.80 19.76 20.00 19.89 20.10 20.03 20.20 20.17 20.40 20.31 20.50 20.43 20.60 20.56 20.80 20.71 21.00 20.87 21.10 21.03 21.20 21.16 21.30 21.26 21.40 21.37 21.50 21.48 21.70 21.61 21.80 21.77 21.90 21.88 22.10 22.01 22.20 22.14 22.30 22.26 22.50 22.39 22.60 22.52 22.80 22.67 22.90 22.81 23.00 22.92 23.10 23.05 23.20 23.18 23.40 23.31 23.60 23.47 23.60 23.60 23.80 23.72 23.90 23.84 24.10 23.99 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 44.6 44.2 44.4 44.2 0.96 1.14 1.10 1.00 0.60 1.30 2.00 0.55 0.83 0.000 0.00 44.8 44.6 44.7 44.6 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.55 0.84 0.000 0.00 48.9 41.5 40.9 41.5 0.95 1.14 1.10 1.00 0.60 1.24 2.00 0.55 0.82 0.000 0.00 51.9 43.9 43.4 43.9 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.56 0.83 0.000 0.00 52.5 44.4 43.9 44.4 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.56 0.84 0.000 0.00 51.7 43.8 43.3 43.8 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.56 0.84 0.000 0.00 51.2 43.1 43.0 43.1 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.57 0.84 0.000 0.00 51.1 42.4 42.9 42.4 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.57 0.85 0.000 0.00 43.4 42.6 43.7 42.6 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.58 0.85 0.000 0.00 44.1 43.2 44.4 43.2 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.58 0.86 0.000 0.00 43.9 43.2 44.4 43.2 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.58 0.86 0.000 0.00 43.8 43.1 44.3 43.1 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.59 0.87 0.000 0.00 44.8 43.9 45.2 43.9 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.59 0.88 0.000 0.00 47.0 45.8 47.5 45.8 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.60 0.89 0.000 0.00 48.5 46.6 49.1 46.6 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.60 0.91 0.000 0.00 49.6 47.1 50.3 47.1 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.60 0.91 0.000 0.00 49.9 47.1 50.6 47.1 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.61 0.92 0.000 0.00 50.0 47.0 50.7 47.0 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.61 0.92 0.000 0.00 50.7 47.7 51.5 47.7 0.95 1.14 1.10 1.00 0.60 1.30 2.00 0.61 0.93 0.000 0.00 51.0 47.6 51.9 47.6 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.62 0.94 0.000 0.00 51.0 47.5 51.9 47.5 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.62 0.94 0.000 0.00 51.2 48.2 52.3 48.2 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.62 0.94 0.000 0.00 50.1 47.4 51.2 47.4 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.63 0.94 0.000 0.00 47.7 45.7 48.8 45.7 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.63 0.93 0.000 0.00 47.7 45.8 48.8 45.8 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.63 0.94 0.000 0.00 48.9 46.6 50.1 46.6 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.64 0.95 0.000 0.00 49.5 46.5 50.8 46.5 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.64 0.95 0.000 0.00 49.6 46.7 50.9 46.7 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.64 0.96 0.000 0.00 48.9 46.6 50.3 46.6 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.65 0.96 0.000 0.00 47.8 46.2 49.2 46.2 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.65 0.95 0.000 0.00 45.6 44.3 47.0 44.3 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.65 0.94 0.000 0.00 43.7 42.2 45.1 42.2 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.66 0.94 0.000 0.00 44.7 42.8 46.2 42.8 0.95 1.14 1.10 1.00 0.61 1.30 2.00 0.66 0.95 0.000 0.00 45.7 43.6 47.3 43.6 0.94 1.14 1.10 1.00 0.61 1.30 2.00 0.67 0.96 0.000 0.00 46.0 43.7 47.6 43.7 0.94 1.14 1.10 1.00 0.61 1.30 2.00 0.67 0.96 0.000 0.00 46.2 44.0 47.9 44.0 0.94 1.14 1.10 1.00 0.61 1.30 2.00 0.67 0.97 0.000 0.00 46.2 44.0 48.0 44.0 0.94 1.14 1.10 1.00 0.61 1.30 2.00 0.68 0.97 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 24.20 24.14 24.40 24.29 24.50 24.44 24.60 24.56 24.70 24.66 24.80 24.77 25.00 24.90 25.10 25.02 25.20 25.15 25.40 25.29 25.50 25.43 25.60 25.57 25.70 25.69 25.90 25.82 26.00 25.96 26.10 26.09 26.30 26.21 26.40 26.34 26.50 26.46 26.70 26.61 26.80 26.74 26.90 26.87 27.10 27.03 27.20 27.16 27.30 27.26 27.50 27.40 27.60 27.52 27.70 27.65 27.90 27.81 28.00 27.97 28.20 28.10 28.30 28.22 28.40 28.36 28.60 28.50 28.70 28.64 28.80 28.77 29.00 28.90 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 46.2 44.1 48.0 44.1 0.94 1.14 1.10 1.00 0.62 1.30 2.00 0.68 0.97 0.000 0.00 46.2 43.8 48.0 43.8 0.94 1.14 1.09 1.00 0.62 1.30 2.00 0.68 0.98 0.000 0.00 46.5 43.8 48.5 43.8 0.94 1.14 1.09 1.00 0.62 1.30 2.00 0.69 0.98 0.000 0.00 47.8 45.4 49.9 45.4 0.94 1.14 1.09 1.00 0.62 1.30 2.00 0.69 0.99 0.000 0.00 43.5 42.3 45.4 42.3 0.94 1.14 1.08 1.00 0.62 1.30 2.00 0.69 0.97 0.000 0.00 46.4 45.4 48.5 45.4 0.94 1.14 1.08 1.00 0.62 1.30 2.00 0.70 0.99 0.000 0.00 46.4 45.9 48.6 45.9 0.94 1.14 1.08 1.00 0.63 1.30 2.00 0.70 0.99 0.000 0.00 46.5 46.5 48.6 46.5 0.94 1.14 1.08 1.00 0.63 1.30 2.00 0.70 1.00 0.000 0.00 46.4 46.8 48.7 46.8 0.94 1.14 1.08 1.00 0.63 1.30 2.00 0.71 1.00 0.000 0.00 46.7 46.7 49.0 46.7 0.94 1.14 1.07 1.00 0.63 1.30 2.00 0.71 1.01 0.000 0.00 46.5 46.7 48.8 46.7 0.94 1.14 1.07 1.00 0.63 1.30 2.00 0.72 1.01 0.000 0.00 46.5 46.9 48.8 46.9 0.94 1.14 1.07 1.00 0.63 1.30 2.00 0.72 1.01 0.000 0.00 46.8 47.2 49.3 47.2 0.94 1.14 1.07 1.00 0.64 1.30 2.00 0.72 1.02 0.000 0.00 47.6 48.1 50.1 48.1 0.94 1.14 1.06 1.00 0.64 1.30 2.00 0.73 1.03 0.000 0.00 47.2 48.1 49.8 48.1 0.94 1.14 1.06 1.00 0.64 1.30 2.00 0.73 1.03 0.000 0.00 47.6 48.4 50.3 48.4 0.94 1.14 1.06 1.00 0.64 1.30 2.00 0.73 1.04 0.000 0.00 47.5 48.7 50.3 48.7 0.94 1.14 1.06 1.00 0.64 1.30 2.00 0.74 1.04 0.000 0.00 57.1 49.0 50.4 49.0 0.94 1.14 1.05 1.00 0.64 1.30 2.00 0.74 1.04 0.000 0.00 56.5 48.8 49.9 48.8 0.94 1.14 1.05 1.00 0.65 1.30 2.00 0.75 1.04 0.000 0.00 55.4 48.0 49.0 48.0 0.94 1.14 1.05 1.00 0.65 1.30 2.00 0.75 1.04 0.000 0.00 54.7 47.5 48.4 47.5 0.94 1.14 1.04 1.00 0.65 1.30 2.00 0.75 1.04 0.000 0.00 54.1 47.2 48.0 47.2 0.94 1.14 1.04 1.00 0.65 1.30 2.00 0.76 1.04 0.000 0.00 53.2 46.7 47.2 46.7 0.94 1.14 1.04 1.00 0.65 1.30 1.99 0.76 1.04 0.000 0.00 52.3 46.6 46.5 46.6 0.94 1.14 1.04 1.00 0.66 1.30 1.98 0.77 1.04 0.000 0.00 51.0 45.3 45.4 45.3 0.94 1.14 1.03 1.00 0.66 1.30 1.98 0.77 1.04 0.000 0.00 47.2 41.9 41.8 41.9 0.94 1.14 1.03 1.00 0.66 1.17 1.77 0.77 1.02 0.000 0.00 43.4 38.8 38.1 38.8 0.94 1.14 1.03 1.00 0.66 0.99 1.50 0.78 1.00 0.000 0.00 45.5 39.7 40.2 39.7 0.94 1.14 1.03 1.00 0.66 1.09 1.64 0.78 1.01 0.000 0.00 49.7 42.4 44.3 42.4 0.94 1.14 1.02 1.00 0.66 1.28 1.93 0.78 1.04 0.000 0.00 42.8 43.6 45.9 43.6 0.93 1.14 1.02 1.00 0.67 1.30 1.95 0.79 1.06 0.000 0.00 42.8 43.8 45.9 43.8 0.93 1.14 1.02 1.00 0.67 1.30 1.95 0.79 1.06 0.000 0.00 42.7 43.8 45.9 43.8 0.93 1.14 1.02 1.00 0.67 1.30 1.95 0.79 1.06 0.000 0.00 50.6 43.7 45.3 43.7 0.93 1.14 1.02 1.00 0.67 1.30 1.94 0.80 1.06 0.000 0.00 50.3 44.3 45.1 44.3 0.93 1.14 1.01 1.00 0.67 1.30 1.94 0.80 1.07 0.000 0.00 47.0 42.1 41.9 42.1 0.93 1.14 1.01 1.00 0.67 1.16 1.72 0.81 1.05 0.000 0.00 42.7 38.7 37.7 38.7 0.93 1.14 1.01 1.00 0.68 0.96 1.42 0.81 1.03 0.000 0.00 40.2 36.2 35.2 36.2 0.93 1.14 1.01 1.00 0.68 0.84 1.24 0.81 1.01 0.000 0.21 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 29.10 29.02 29.20 29.15 29.40 29.30 29.50 29.45 29.70 29.58 29.90 29.77 30.00 29.93 30.20 30.09 30.30 30.26 30.50 30.40 30.60 30.52 30.70 30.64 30.90 30.80 31.00 30.93 31.10 31.04 31.30 31.20 31.40 31.33 31.50 31.45 31.60 31.58 31.80 31.70 31.90 31.84 32.00 31.96 32.20 32.12 32.30 32.27 32.40 32.39 32.60 32.51 32.70 32.63 32.80 32.76 33.00 32.90 33.10 33.03 33.20 33.16 33.30 33.29 33.50 33.43 33.60 33.57 33.80 33.69 33.90 33.83 34.00 33.96 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 42.6 37.3 37.6 37.3 0.93 1.14 1.00 1.00 0.68 0.95 1.41 0.82 1.03 0.000 0.00 46.4 39.7 41.5 39.7 0.93 1.14 1.00 1.00 0.68 1.13 1.66 0.82 1.06 0.000 0.00 47.5 40.5 42.7 40.5 0.93 1.14 1.00 1.00 0.68 1.18 1.73 0.82 1.07 0.000 0.00 47.1 40.1 42.2 40.1 0.93 1.14 1.00 1.00 0.68 1.16 1.70 0.83 1.07 0.000 0.00 45.8 39.4 41.0 39.4 0.93 1.14 1.00 1.00 0.68 1.10 1.61 0.83 1.07 0.000 0.00 43.1 37.7 38.4 37.7 0.93 1.14 0.99 1.00 0.69 0.98 1.42 0.84 1.05 0.000 0.00 42.4 37.5 37.7 37.5 0.93 1.14 0.99 1.00 0.69 0.94 1.37 0.84 1.05 0.000 0.00 40.7 35.1 35.9 35.1 0.93 1.14 0.99 1.00 0.69 0.86 1.25 0.85 1.05 0.000 0.00 34.2 30.3 29.2 30.3 0.93 1.14 0.99 1.00 0.69 0.56 0.82 0.85 1.00 3.243 0.90 37.4 32.4 32.5 32.4 0.93 1.14 0.99 1.00 0.69 0.71 1.03 0.85 1.03 1.043 0.46 36.5 31.6 31.6 31.6 0.93 1.14 0.98 1.00 0.69 0.67 0.97 0.85 1.02 1.529 0.55 36.6 31.6 31.8 31.6 0.92 1.14 0.98 1.00 0.69 0.68 0.98 0.86 1.03 1.470 0.54 38.8 33.3 34.0 33.3 0.92 1.14 0.98 1.00 0.69 0.77 1.12 0.86 1.05 0.444 0.34 39.7 34.1 35.1 34.1 0.92 1.14 0.98 1.00 0.69 0.82 1.18 0.86 1.06 0.114 0.27 39.7 34.3 35.1 34.3 0.92 1.14 0.98 1.00 0.69 0.82 1.18 0.87 1.06 0.119 0.27 39.9 34.6 35.3 34.6 0.92 1.14 0.98 1.00 0.70 0.83 2.00 0.87 1.07 41.9 36.4 37.4 36.4 0.92 1.14 0.97 1.00 0.70 0.92 2.00 0.87 1.08 42.6 37.4 38.1 37.4 0.92 1.14 0.97 1.00 0.70 0.95 2.00 0.87 1.09 42.0 37.2 37.5 37.2 0.92 1.14 0.97 1.00 0.70 0.92 2.00 0.88 1.09 40.3 36.3 35.8 36.3 0.92 1.14 0.97 1.00 0.70 0.85 2.00 0.88 1.08 38.7 35.3 34.1 35.3 0.91 1.14 0.97 1.00 0.70 0.77 1.10 0.88 1.07 0.473 0.36 38.3 34.9 33.7 34.9 0.91 1.14 0.97 1.00 0.70 0.75 1.08 0.88 1.07 0.636 0.39 38.1 34.6 33.5 34.6 0.91 1.14 0.96 1.00 0.70 0.74 1.06 0.89 1.08 0.723 0.41 40.2 36.2 35.8 36.2 0.91 1.14 0.96 1.00 0.70 0.84 1.20 0.89 1.10 0.000 0.25 42.4 38.2 38.1 38.2 0.91 1.14 0.96 1.00 0.70 0.94 1.34 0.89 1.12 0.000 0.00 42.6 38.3 38.4 38.3 0.91 1.14 0.96 1.00 0.70 0.95 1.35 0.90 1.12 0.000 0.00 42.1 38.0 37.9 38.0 0.91 1.14 0.96 1.00 0.70 0.93 1.32 0.90 1.12 0.000 0.00 39.6 35.9 35.2 35.9 0.91 1.14 0.96 1.00 0.70 0.81 1.16 0.90 1.10 0.166 0.30 39.6 35.5 35.3 35.5 0.91 1.14 0.95 1.00 0.70 0.81 1.15 0.90 1.11 0.164 0.30 39.0 34.7 34.7 34.7 0.91 1.14 0.95 1.00 0.70 0.79 1.12 0.91 1.11 0.364 0.34 43.9 37.9 39.9 37.9 0.90 1.14 0.95 1.00 0.71 1.01 1.43 0.91 1.15 0.000 0.00 38.4 39.4 42.3 39.4 0.90 1.14 0.95 1.00 0.71 1.11 1.57 0.91 1.16 0.000 0.00 45.2 39.0 41.3 39.0 0.90 1.14 0.94 1.00 0.71 1.07 1.51 0.92 1.16 0.000 0.00 44.6 39.1 40.8 39.1 0.90 1.14 0.94 1.00 0.71 1.04 1.47 0.92 1.16 0.000 0.00 45.2 39.8 41.4 39.8 0.90 1.14 0.94 1.00 0.71 1.07 1.51 0.92 1.17 0.000 0.00 46.7 40.8 43.1 40.8 0.90 1.14 0.94 1.00 0.71 1.14 1.61 0.92 1.18 0.000 0.00 43.6 45.3 48.9 45.3 0.90 1.14 0.94 1.00 0.71 1.30 1.82 0.93 1.23 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 34.20 34.10 34.30 34.25 34.40 34.36 34.50 34.47 34.70 34.61 34.80 34.74 34.90 34.86 35.10 35.02 35.20 35.15 35.30 35.26 35.50 35.39 35.60 35.53 35.70 35.67 35.90 35.82 36.00 35.94 36.10 36.05 36.20 36.17 36.40 36.30 36.50 36.44 36.60 36.57 36.80 36.70 36.90 36.82 37.00 36.94 37.20 37.08 37.30 37.22 37.40 37.35 37.60 37.48 37.70 37.62 37.80 37.76 38.00 37.91 38.10 38.03 38.30 38.18 38.40 38.34 38.50 38.46 38.60 38.58 38.70 38.68 38.90 38.80 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 51.9 53.2 58.2 53.2 0.90 1.14 0.93 1.00 0.71 1.30 1.82 0.93 1.29 0.000 0.00 54.0 56.0 60.6 56.0 0.90 1.14 0.93 1.00 0.72 1.30 1.82 0.93 1.31 0.000 0.00 63.1 55.6 59.0 55.6 0.89 1.14 0.93 1.00 0.72 1.30 1.81 0.93 1.30 0.000 0.00 62.7 55.0 58.7 55.0 0.89 1.14 0.93 1.00 0.72 1.30 1.81 0.94 1.30 0.000 0.00 63.7 56.6 59.7 56.6 0.89 1.14 0.93 1.00 0.72 1.30 1.81 0.94 1.31 0.000 0.00 63.3 57.4 59.4 57.4 0.89 1.14 0.92 1.00 0.72 1.30 1.81 0.94 1.32 0.000 0.00 62.1 57.1 58.2 57.3 0.89 1.14 0.92 1.00 0.72 1.30 1.81 0.95 1.31 0.000 0.00 63.4 58.7 59.4 59.4 0.89 1.14 0.92 1.00 0.72 1.30 1.81 0.95 1.32 0.000 0.00 64.8 59.8 60.8 60.2 0.89 1.14 0.92 1.00 0.72 1.30 1.80 0.95 1.34 0.000 0.00 65.9 60.6 61.9 60.6 0.89 1.14 0.92 1.00 0.72 1.30 1.80 0.95 1.35 0.000 0.00 68.2 62.2 64.3 62.2 0.89 1.14 0.91 1.00 0.72 1.30 1.80 0.96 1.37 0.000 0.00 70.3 64.1 66.4 64.1 0.88 1.14 0.91 1.00 0.72 1.30 1.80 0.96 1.38 0.000 0.00 74.7 67.1 70.5 67.1 0.88 1.14 0.91 1.00 0.72 1.30 1.80 0.96 1.41 0.000 0.00 77.4 68.0 73.2 68.0 0.88 1.14 0.91 1.00 0.72 1.30 1.80 0.97 1.43 0.000 0.00 72.7 73.2 82.6 73.2 0.88 1.14 0.91 1.00 0.72 1.30 1.79 0.97 1.48 0.000 0.00 88.5 85.7 100.6 85.7 0.88 1.14 0.90 1.00 0.73 1.30 1.79 0.97 1.58 0.000 0.00 101.3 95.1 115.3 95.1 0.88 1.14 0.90 1.00 0.73 1.30 1.79 0.97 1.64 0.000 0.00 110.4 102.1 125.7 102.1 0.88 1.14 0.90 1.00 0.73 1.30 1.79 0.98 1.69 0.000 0.00 106.9 102.6 121.8 102.6 0.88 1.14 0.90 1.00 0.73 1.30 1.79 0.98 1.68 0.000 0.00 94.0 89.0 107.3 89.0 0.88 1.14 0.90 1.00 0.73 1.30 1.79 0.98 1.62 0.000 0.00 66.5 66.5 75.9 66.5 0.88 1.14 0.90 1.00 0.73 1.30 1.79 0.98 1.47 0.000 0.00 63.2 55.2 60.2 55.2 0.87 1.14 0.89 1.00 0.73 1.30 1.78 0.99 1.38 0.000 0.00 53.6 48.8 51.1 48.8 0.87 1.14 0.89 1.00 0.73 1.30 1.78 0.99 1.32 0.000 0.00 58.8 45.4 43.9 48.7 0.87 1.14 0.89 1.00 0.73 1.30 1.79 0.99 1.27 0.000 0.00 56.4 45.0 41.7 50.3 0.87 1.14 0.89 1.00 0.73 1.30 1.79 0.99 1.26 0.000 0.00 56.1 45.1 41.4 50.9 0.87 1.14 0.89 1.00 0.73 1.30 1.78 1.00 1.26 0.000 0.00 54.3 44.3 39.8 50.9 0.87 1.14 0.89 1.00 0.73 1.30 1.78 1.00 1.24 0.000 0.00 67.2 42.7 36.7 50.8 0.87 1.14 0.89 1.00 0.73 1.24 1.71 1.00 1.22 0.000 0.00 61.8 40.2 33.0 49.6 0.87 1.14 0.89 1.00 0.73 1.14 1.57 1.01 1.19 0.000 0.00 58.4 38.5 30.8 48.4 0.87 1.14 0.89 1.00 0.73 1.07 1.47 1.01 1.17 0.000 0.00 56.3 37.0 29.4 46.1 0.86 1.14 0.89 1.00 0.73 0.97 1.34 1.01 1.16 0.000 0.00 55.9 36.8 29.2 45.6 0.86 1.14 0.89 1.00 0.73 0.96 1.32 1.01 1.16 0.000 0.00 63.7 40.2 34.4 47.2 0.86 1.14 0.88 1.00 0.73 1.09 1.50 1.02 1.22 0.000 0.00 61.2 48.7 46.3 54.2 0.86 1.14 0.88 1.00 0.73 1.30 1.77 1.02 1.32 0.000 0.00 66.8 52.1 50.9 56.8 0.86 1.14 0.87 1.00 0.74 1.30 1.77 1.02 1.36 0.000 0.00 69.6 54.0 53.2 58.5 0.86 1.14 0.87 1.00 0.74 1.30 1.77 1.02 1.38 0.000 0.00 65.9 51.8 50.3 57.1 0.86 1.14 0.87 1.00 0.74 1.30 1.76 1.03 1.36 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 39.00 38.93 39.10 39.06 39.30 39.21 39.40 39.36 39.50 39.47 39.70 39.60 39.80 39.76 40.00 39.89 40.00 40.00 40.20 40.12 40.30 40.25 40.50 40.41 40.60 40.56 40.80 40.68 40.90 40.84 41.10 40.99 41.20 41.12 41.30 41.26 41.40 41.38 41.60 41.51 41.70 41.64 41.80 41.77 42.00 41.89 42.10 42.02 42.20 42.15 42.30 42.27 42.50 42.41 42.60 42.55 42.70 42.67 42.90 42.82 43.00 42.96 43.20 43.09 43.30 43.22 43.40 43.35 43.50 43.46 43.60 43.57 43.80 43.70 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 61.3 48.9 46.5 54.8 0.86 1.14 0.87 1.00 0.74 1.30 1.76 1.03 1.33 0.000 0.00 58.4 47.1 43.9 53.3 0.86 1.14 0.87 1.00 0.74 1.30 1.77 1.03 1.32 0.000 0.00 57.1 45.8 42.7 51.4 0.85 1.14 0.87 1.00 0.74 1.30 1.77 1.03 1.32 0.000 0.00 54.5 44.6 40.4 51.3 0.85 1.14 0.87 1.00 0.74 1.30 1.77 1.04 1.30 0.000 0.00 67.0 42.9 36.8 51.7 0.85 1.14 0.87 1.00 0.73 1.26 1.72 1.04 1.27 0.000 0.00 54.7 37.4 28.3 50.1 0.85 1.14 0.87 1.00 0.73 1.08 1.47 1.04 1.18 0.000 0.00 58.8 35.1 24.7 50.4 0.85 1.14 0.87 1.00 0.73 1.03 1.40 1.04 1.15 0.000 0.00 60.9 35.8 26.0 49.9 0.85 1.14 0.87 1.00 0.73 1.03 1.41 1.05 1.17 0.000 0.00 54.0 37.1 27.8 50.1 0.85 1.14 0.87 1.00 0.73 1.07 1.46 1.05 1.19 0.000 0.00 57.9 38.5 30.6 49.1 0.85 1.14 0.87 1.00 0.73 1.08 1.48 1.05 1.22 0.000 0.00 55.7 37.0 29.2 46.7 0.85 1.14 0.87 1.00 0.73 0.98 1.35 1.05 1.21 0.000 0.00 50.4 33.6 25.6 42.4 0.85 1.14 0.87 1.00 0.73 0.79 1.09 1.06 1.18 0.321 0.38 46.9 31.2 23.4 38.5 0.84 1.14 0.87 1.00 0.72 0.64 0.88 1.06 1.16 2.113 0.76 45.2 30.1 22.2 37.3 0.84 1.14 0.87 1.00 0.72 0.58 0.81 1.06 1.15 3.105 0.98 43.6 29.6 21.2 37.6 0.84 1.14 0.87 1.00 0.72 0.57 0.79 1.06 1.14 3.292 1.03 43.0 29.4 20.7 38.0 0.84 1.14 0.87 1.00 0.72 0.58 0.80 1.07 1.14 3.231 1.02 42.9 29.5 20.6 38.5 0.84 1.14 0.87 1.00 0.72 0.59 0.82 1.07 1.14 2.957 0.97 42.5 29.6 20.3 39.7 0.84 1.14 0.87 1.00 0.72 0.62 0.86 1.07 1.14 2.377 0.84 42.3 29.8 20.1 41.0 0.84 1.14 0.86 1.00 0.73 0.66 0.91 1.07 1.13 1.851 0.72 42.2 29.8 20.0 41.1 0.84 1.14 0.86 1.00 0.73 0.66 0.91 1.08 1.14 1.814 0.71 42.7 30.0 20.4 41.2 0.84 1.14 0.86 1.00 0.73 0.67 0.92 1.08 1.14 1.680 0.68 42.1 29.8 20.0 41.5 0.83 1.14 0.86 1.00 0.73 0.67 0.92 1.08 1.14 1.671 0.68 41.2 29.1 19.4 40.1 0.83 1.14 0.86 1.00 0.72 0.62 0.85 1.08 1.14 2.455 0.87 40.5 28.2 19.1 37.2 0.83 1.14 0.86 1.00 0.72 0.52 0.73 1.08 1.14 4.475 1.26 42.4 29.4 20.3 38.9 0.83 1.14 0.86 1.00 0.72 0.60 0.82 1.09 1.16 2.865 0.96 42.5 29.6 20.4 39.4 0.83 1.14 0.86 1.00 0.73 0.61 0.85 1.09 1.16 2.519 0.88 44.9 30.9 22.0 40.6 0.83 1.14 0.85 1.00 0.73 0.68 0.93 1.09 1.18 1.589 0.66 47.1 32.2 23.4 42.1 0.83 1.14 0.85 1.00 0.73 0.75 1.03 1.09 1.20 0.748 0.48 48.8 33.4 24.5 44.0 0.83 1.14 0.85 1.00 0.73 0.82 1.13 1.10 1.22 0.097 0.34 51.6 34.6 26.5 44.1 0.83 1.14 0.85 1.00 0.73 0.86 1.17 1.10 1.25 0.000 0.29 50.4 34.0 25.7 43.6 0.82 1.14 0.85 1.00 0.73 0.83 1.14 1.10 1.24 0.051 0.33 48.8 33.4 24.6 44.1 0.82 1.14 0.84 1.00 0.73 0.83 1.13 1.10 1.23 0.077 0.34 50.9 34.7 26.0 45.8 0.82 1.14 0.84 1.00 0.73 0.90 1.23 1.10 1.25 0.000 0.23 54.5 36.3 28.6 46.0 0.82 1.14 0.84 1.00 0.74 0.95 1.29 1.11 1.28 0.000 0.18 57.6 37.3 30.8 45.4 0.82 1.14 0.84 1.00 0.74 0.97 1.31 1.11 1.31 0.000 0.00 66.7 42.1 37.3 49.8 0.82 1.14 0.83 1.00 0.74 1.21 1.62 1.11 1.37 0.000 0.00 177.2 40.9 33.0 53.4 0.82 1.14 0.83 1.00 0.74 1.24 1.68 1.11 1.33 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Z m(ft) 43.90 43.84 44.00 43.98 44.20 44.11 44.30 44.25 44.40 44.38 44.60 44.52 44.70 44.64 44.80 44.77 45.00 44.90 45.10 45.03 45.30 45.19 45.40 45.35 45.50 45.45 45.70 45.57 45.80 45.71 45.90 45.82 46.00 45.94 46.20 46.09 46.30 46.22 46.40 46.34 46.50 46.47 46.70 46.60 46.80 46.74 47.00 46.88 47.10 47.02 47.20 47.15 47.30 47.28 47.50 47.40 47.60 47.52 47.70 47.65 47.90 47.80 (N1)60csL&R (N 1)60csIc (N 1 )60csI&B (N 1)60qc1ncs rd MSF K σ K α CSR 7.5 CRR 7.5 FS τav(tsf)p'(tsf)γ max (%)G/G0 εv (%) 74.8 47.1 43.1 55.8 0.82 1.14 0.82 1.00 0.75 1.30 1.74 1.12 1.43 0.000 0.00 72.4 45.6 41.4 53.9 0.82 1.14 0.82 1.00 0.75 1.30 1.74 1.12 1.42 0.000 0.00 66.7 42.6 37.3 51.1 0.82 1.14 0.82 1.00 0.74 1.24 1.67 1.12 1.39 0.000 0.00 62.3 40.5 34.2 49.8 0.81 1.14 0.82 1.00 0.74 1.15 1.56 1.12 1.36 0.000 0.00 61.7 40.6 33.7 50.8 0.81 1.14 0.82 1.00 0.74 1.18 1.59 1.12 1.36 0.000 0.00 69.2 44.4 39.2 54.0 0.81 1.14 0.82 1.00 0.75 1.30 1.74 1.13 1.41 0.000 0.00 76.0 47.9 44.2 56.8 0.81 1.14 0.81 1.00 0.75 1.30 1.73 1.13 1.45 0.000 0.00 80.8 50.4 47.7 59.0 0.81 1.14 0.81 1.00 0.75 1.30 1.73 1.13 1.49 0.000 0.00 83.4 51.5 49.4 59.9 0.81 1.14 0.81 1.00 0.75 1.30 1.72 1.13 1.50 0.000 0.00 63.3 51.2 49.8 58.5 0.81 1.14 0.80 1.00 0.75 1.30 1.72 1.14 1.51 0.000 0.00 63.6 51.1 50.2 57.8 0.81 1.14 0.80 1.00 0.75 1.30 1.72 1.14 1.52 0.000 0.00 85.0 52.2 50.6 60.2 0.80 1.14 0.80 1.00 0.75 1.30 1.72 1.14 1.53 0.000 0.00 79.2 50.0 46.7 59.6 0.80 1.14 0.80 1.00 0.75 1.30 1.72 1.14 1.49 0.000 0.00 77.2 48.7 45.2 57.9 0.80 1.14 0.80 1.00 0.75 1.30 1.73 1.14 1.49 0.000 0.00 74.9 47.1 43.6 55.9 0.80 1.14 0.80 1.00 0.75 1.30 1.73 1.15 1.48 0.000 0.00 73.6 46.0 42.7 53.9 0.80 1.14 0.80 1.00 0.75 1.30 1.73 1.15 1.48 0.000 0.00 72.8 45.6 42.2 53.6 0.80 1.14 0.80 1.00 0.75 1.30 1.73 1.15 1.48 0.000 0.00 73.5 46.3 42.7 54.7 0.80 1.14 0.80 1.00 0.75 1.30 1.73 1.15 1.48 0.000 0.00 77.4 48.3 45.7 56.5 0.80 1.14 0.80 1.00 0.75 1.30 1.73 1.15 1.51 0.000 0.00 78.6 49.1 46.5 57.8 0.80 1.14 0.79 1.00 0.75 1.30 1.72 1.16 1.52 0.000 0.00 78.9 49.5 46.8 58.5 0.80 1.14 0.79 1.00 0.76 1.30 1.72 1.16 1.52 0.000 0.00 59.4 48.2 46.8 55.0 0.79 1.14 0.79 1.00 0.75 1.30 1.72 1.16 1.53 0.000 0.00 60.0 48.9 47.4 56.4 0.79 1.14 0.79 1.00 0.75 1.30 1.72 1.16 1.54 0.000 0.00 75.1 47.8 44.0 57.6 0.79 1.14 0.79 1.00 0.75 1.30 1.72 1.17 1.51 0.000 0.00 220.7 48.0 43.9 58.4 0.79 1.14 0.79 1.00 0.75 1.30 1.72 1.17 1.51 0.000 0.00 218.1 47.5 43.2 57.9 0.79 1.14 0.79 1.00 0.75 1.30 1.72 1.17 1.51 0.000 0.00 208.1 46.1 40.8 57.3 0.79 1.14 0.79 1.00 0.75 1.30 1.73 1.17 1.49 0.000 0.00 197.9 44.3 38.4 55.6 0.79 1.14 0.79 1.00 0.75 1.30 1.73 1.17 1.47 0.000 0.00 65.8 43.2 37.0 54.5 0.79 1.14 0.79 1.00 0.75 1.30 1.74 1.17 1.46 0.000 0.00 191.6 43.4 36.9 55.6 0.79 1.14 0.79 1.00 0.75 1.30 1.73 1.18 1.47 0.000 0.00 184.5 42.8 35.2 56.8 0.78 1.14 0.79 1.00 0.75 1.30 1.74 1.18 1.45 0.000 0.00 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 0.20 0.12 0.30 0.28 0.50 0.40 0.60 0.53 0.70 0.67 0.90 0.82 1.00 0.95 1.10 1.06 1.30 1.20 1.40 1.35 1.50 1.48 1.60 1.59 1.80 1.71 2.00 1.86 2.10 2.01 2.20 2.13 2.30 2.24 2.40 2.37 2.60 2.50 2.70 2.63 2.80 2.75 2.90 2.86 3.00 2.98 3.20 3.11 3.30 3.23 3.40 3.32 3.50 3.45 3.60 3.59 3.70 3.68 3.80 3.76 3.90 3.88 4.10 4.01 4.20 4.15 4.40 4.29 4.50 4.44 4.70 4.58 4.80 4.72 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 1.27 0.00 0.00 1.21 73.61 40.12 3.0 0.07 1.20 0.001 0.82 0.02 0.00 1.21 0.24 190.40 5.01 24.11 9.5 0.02 1.18 0.002 0.82 0.01 0.00 1.21 1.07 186.97 8.00 19.83 16.3 0.00 1.18 0.002 0.81 0.01 0.00 1.21 1.66 189.85 10.75 17.98 22.8 0.00 1.18 0.003 0.80 0.01 0.00 1.21 2.01 193.76 13.75 16.14 30.5 0.00 1.17 0.003 0.81 0.01 0.00 1.21 16.41 203.56 21.85 15.63 40.6 0.00 1.17 0.004 0.80 0.01 0.00 1.21 14.53 204.44 23.49 14.73 46.9 0.00 1.17 0.004 0.78 0.01 0.00 1.21 2.90 202.38 22.54 13.25 54.3 0.00 1.17 0.005 0.78 0.01 0.00 1.21 12.61 205.40 25.36 13.76 55.0 0.00 1.17 0.005 0.76 0.01 0.00 1.21 10.60 206.43 26.78 12.70 62.4 0.00 1.17 0.006 0.75 0.01 0.00 1.21 10.86 206.21 26.83 12.84 62.7 0.00 1.17 0.007 0.74 0.01 0.00 1.21 12.05 205.63 26.52 13.47 60.3 0.00 1.17 0.007 0.72 0.01 0.00 1.21 11.98 205.20 26.02 13.43 59.8 0.00 1.17 0.008 0.70 0.01 0.00 1.21 11.99 204.23 24.69 13.44 57.2 0.00 1.17 0.009 0.68 0.02 0.00 1.21 11.74 203.98 24.53 13.31 57.8 0.00 1.17 0.010 0.67 0.02 0.00 1.21 11.72 203.76 24.42 13.30 58.1 0.00 1.17 0.011 0.66 0.02 0.00 1.21 11.72 203.52 24.26 13.30 58.1 0.00 1.17 0.012 0.65 0.02 0.00 1.21 11.28 203.47 24.30 13.07 59.5 0.00 1.16 0.013 0.64 0.02 0.00 1.21 11.19 203.51 24.61 13.02 61.0 0.00 1.16 0.014 0.63 0.02 0.00 1.21 11.92 203.25 24.69 13.40 60.5 0.00 1.16 0.015 0.62 0.03 0.00 1.21 12.87 202.89 24.57 13.89 59.0 0.00 1.16 0.016 0.61 0.03 0.00 1.21 14.27 202.36 24.23 14.59 56.2 0.00 1.16 0.017 0.59 0.03 0.00 1.21 14.97 201.71 23.52 14.94 53.8 0.00 1.16 0.018 0.58 0.04 0.00 1.21 15.12 201.06 22.72 15.01 52.0 0.00 1.15 0.020 0.56 0.04 0.00 1.21 15.13 200.56 22.13 15.02 50.9 0.00 1.15 0.021 0.55 0.04 0.00 1.21 14.51 200.12 21.47 14.71 50.3 0.01 1.14 0.025 0.50 0.07 0.00 1.21 2.78 195.46 17.79 13.58 50.4 0.01 1.14 0.027 0.49 0.07 0.00 1.20 2.82 195.04 17.58 13.67 50.2 0.01 1.13 0.029 0.48 0.08 0.00 1.20 2.90 194.01 16.97 14.07 48.4 0.01 1.12 0.031 0.46 0.09 0.00 1.20 2.84 193.37 16.47 14.18 47.1 0.01 1.12 0.030 0.47 0.08 0.00 1.20 2.56 196.05 18.10 12.82 53.5 0.01 1.11 0.031 0.48 0.07 0.00 1.20 2.91 196.47 19.09 12.97 56.7 0.00 1.11 0.031 0.47 0.07 0.00 1.20 2.92 197.27 19.85 12.61 59.9 0.01 1.10 0.033 0.47 0.07 0.00 1.20 2.71 197.96 20.17 12.06 62.1 0.00 1.10 0.034 0.46 0.07 0.00 1.20 2.61 198.42 20.47 11.71 64.0 0.01 1.09 0.035 0.46 0.07 0.00 1.19 2.73 199.19 21.46 11.51 67.9 0.00 1.09 0.036 0.45 0.07 0.00 1.19 2.41 199.96 21.59 10.82 69.9 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 4.90 4.85 5.00 4.96 5.10 5.06 5.30 5.20 5.40 5.34 5.50 5.46 5.70 5.59 5.80 5.73 5.90 5.85 6.00 5.98 6.20 6.11 6.30 6.24 6.40 6.38 6.60 6.52 6.70 6.66 6.80 6.79 7.00 6.92 7.10 7.08 7.20 7.18 7.40 7.31 7.60 7.50 7.70 7.67 7.90 7.81 8.00 7.96 8.20 8.12 8.30 8.27 8.40 8.37 8.60 8.49 8.70 8.62 8.80 8.76 9.00 8.90 9.10 9.03 9.20 9.16 9.40 9.30 9.40 9.40 9.60 9.53 9.70 9.68 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 1.08 0.038 0.44 0.08 0.00 1.19 2.11 200.59 21.54 10.22 71.2 0.00 1.08 0.041 0.43 0.09 0.00 1.19 2.35 198.75 20.54 10.98 67.2 0.03 1.05 14.497 2.72 0.03 1.16 2.43 198.81 20.76 11.02 68.2 0.05 1.00 13.770 2.63 0.06 1.10 2.56 198.63 20.90 11.18 68.7 0.02 0.98 13.691 2.60 0.03 1.06 2.52 198.95 21.13 11.00 70.0 0.02 0.95 13.576 2.60 0.03 1.03 2.52 198.87 21.09 10.99 70.0 0.05 0.90 14.396 2.71 0.07 0.97 1.66 200.02 19.99 9.64 68.5 0.03 0.87 14.992 2.78 0.03 0.93 1.78 199.00 19.50 10.04 66.5 0.03 0.85 17.988 3.07 0.04 0.90 2.08 195.82 17.68 11.36 58.9 0.03 0.82 18.173 3.09 0.04 0.86 2.29 195.20 17.65 11.76 58.5 0.06 0.76 18.615 3.13 0.08 0.79 2.40 194.60 17.42 12.05 57.6 0.03 0.73 17.819 3.06 0.04 0.75 2.69 192.66 16.47 13.02 53.6 0.03 0.70 18.768 3.14 0.04 0.71 2.98 190.90 15.62 13.93 50.2 0.06 0.63 20.078 3.26 0.08 0.63 15.36 195.26 17.88 15.13 45.9 0.03 0.60 21.868 3.43 0.04 0.59 19.22 194.83 17.53 16.93 40.1 0.03 0.57 22.174 3.46 0.04 0.55 20.91 194.66 17.47 17.69 38.3 0.06 0.50 19.862 3.25 0.08 0.47 16.18 195.12 17.98 15.52 45.5 0.03 0.48 17.772 3.06 0.04 0.44 14.21 195.58 18.67 14.57 50.8 0.03 0.45 17.496 3.03 0.04 0.40 14.83 195.63 18.93 14.87 50.7 0.05 0.40 13.552 2.60 0.06 0.34 2.99 196.01 19.84 11.92 67.8 0.04 0.36 6.932 1.87 0.04 0.29 2.90 201.17 24.53 10.28 87.1 0.01 0.36 2.330 0.54 0.01 0.29 2.27 205.33 27.62 8.46 102.5 0.00 0.35 0.863 0.21 0.00 0.28 2.15 207.37 29.64 7.81 112.1 0.01 0.34 3.033 0.77 0.01 0.27 2.96 203.58 27.41 9.62 100.0 0.00 0.34 0.229 0.11 0.00 0.27 4.26 207.40 32.24 8.80 120.3 0.00 0.34 0.035 0.07 0.00 0.27 4.21 207.98 33.24 8.77 124.6 0.00 0.34 0.000 0.00 0.00 0.27 4.11 208.50 34.06 8.70 128.2 0.00 0.34 0.000 0.00 0.00 0.27 4.14 208.83 34.72 8.72 131.1 0.00 0.34 0.000 0.00 0.00 0.27 3.88 209.42 35.45 8.54 134.9 0.00 0.34 0.000 0.00 0.00 0.27 2.95 210.24 36.00 8.09 139.0 0.00 0.34 0.000 0.00 0.00 0.27 2.66 210.89 36.18 7.63 141.8 0.00 0.34 0.000 0.00 0.00 0.27 2.48 211.65 36.73 7.26 145.7 0.00 0.34 0.000 0.00 0.00 0.27 2.50 212.35 37.85 7.16 151.1 0.00 0.34 0.000 0.00 0.00 0.27 2.45 214.04 39.60 6.87 159.8 0.00 0.34 0.000 0.00 0.00 0.27 2.34 215.48 40.96 6.55 167.2 0.00 0.34 0.000 0.00 0.00 0.27 2.21 217.66 43.34 6.09 179.6 0.00 0.34 0.000 0.00 0.00 0.27 0.00 219.59 44.88 5.61 189.2 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 9.80 9.79 10.00 9.89 10.10 10.01 10.20 10.13 10.30 10.26 10.40 10.39 10.50 10.48 10.70 10.61 10.80 10.78 10.90 10.90 11.10 11.00 11.20 11.12 11.30 11.25 11.40 11.38 11.60 11.49 11.70 11.62 11.80 11.73 12.00 11.86 12.10 12.04 12.30 12.19 12.30 12.30 12.50 12.41 12.60 12.55 12.80 12.70 12.90 12.83 13.00 12.96 13.20 13.10 13.30 13.21 13.40 13.34 13.60 13.50 13.70 13.63 13.80 13.76 14.00 13.92 14.10 14.08 14.30 14.21 14.40 14.34 14.50 14.47 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.34 0.000 0.00 0.00 0.27 0.00 222.53 45.20 4.32 198.3 0.00 0.34 0.000 0.00 0.00 0.27 0.00 223.67 46.84 4.24 206.6 0.00 0.34 0.000 0.00 0.00 0.27 0.00 224.56 48.62 4.32 214.6 0.00 0.34 0.000 0.00 0.00 0.27 0.00 223.96 48.48 4.78 211.7 0.00 0.34 0.000 0.00 0.00 0.27 0.00 225.06 50.78 4.92 221.7 0.00 0.34 0.000 0.00 0.00 0.27 0.00 225.73 52.24 5.13 227.5 0.00 0.34 0.000 0.00 0.00 0.27 0.00 226.47 53.84 5.26 234.2 0.00 0.34 0.000 0.00 0.00 0.27 0.00 227.50 55.75 5.37 242.7 0.00 0.34 0.000 0.00 0.00 0.27 0.00 228.08 56.02 5.44 244.6 0.00 0.34 0.000 0.00 0.00 0.27 0.00 228.60 56.43 5.47 247.0 0.00 0.34 0.000 0.00 0.00 0.27 0.00 229.01 57.13 5.61 249.9 0.00 0.34 0.000 0.00 0.00 0.27 2.67 229.53 57.73 5.69 252.8 0.00 0.34 0.000 0.00 0.00 0.27 2.71 229.73 57.43 5.78 251.8 0.00 0.34 0.000 0.00 0.00 0.27 2.83 229.76 57.09 5.98 250.0 0.00 0.34 0.000 0.00 0.00 0.27 0.85 229.78 57.15 6.27 249.2 0.00 0.34 0.000 0.00 0.00 0.27 1.39 229.86 57.49 6.67 249.0 0.00 0.34 0.000 0.00 0.00 0.27 1.73 229.69 56.93 6.93 245.8 0.00 0.34 0.000 0.00 0.00 0.27 2.24 228.91 55.10 7.32 236.5 0.00 0.34 0.000 0.00 0.00 0.27 1.99 228.99 53.49 7.13 231.8 0.00 0.34 0.000 0.00 0.00 0.27 2.75 229.07 53.98 7.70 231.8 0.00 0.34 0.000 0.00 0.00 0.27 4.28 226.67 50.32 8.82 211.3 0.00 0.34 0.000 0.00 0.00 0.27 4.38 228.17 52.96 8.89 222.7 0.00 0.34 0.000 0.00 0.00 0.27 4.93 228.57 53.60 9.27 224.5 0.00 0.34 0.000 0.00 0.00 0.27 5.31 228.92 53.70 9.53 224.1 0.00 0.34 0.000 0.00 0.00 0.27 5.71 228.90 53.20 9.80 221.2 0.00 0.34 0.000 0.00 0.00 0.27 6.33 228.37 51.79 10.20 213.7 0.00 0.34 0.000 0.00 0.00 0.27 6.66 228.12 50.66 10.41 208.6 0.00 0.34 0.000 0.00 0.00 0.27 6.67 228.25 50.25 10.41 207.6 0.00 0.34 0.000 0.00 0.00 0.27 6.64 228.56 50.08 10.39 207.8 0.00 0.34 0.000 0.00 0.00 0.27 5.89 229.50 50.36 9.92 212.8 0.00 0.34 0.000 0.00 0.00 0.27 5.02 230.31 50.37 9.33 217.1 0.00 0.34 0.000 0.00 0.00 0.27 3.93 231.27 50.20 8.57 221.2 0.00 0.34 0.000 0.00 0.00 0.27 2.27 232.40 48.93 7.34 222.7 0.00 0.34 0.000 0.00 0.00 0.27 2.74 233.24 47.90 6.62 223.0 0.00 0.34 0.000 0.00 0.00 0.27 2.27 233.49 46.00 6.05 218.0 0.00 0.34 0.000 0.00 0.00 0.27 0.00 234.05 45.02 5.63 216.5 0.00 0.34 0.000 0.00 0.00 0.27 2.02 234.65 45.74 5.66 220.4 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 14.70 14.60 14.80 14.75 14.90 14.84 15.00 14.91 15.10 15.05 15.20 15.18 15.40 15.33 15.50 15.46 15.60 15.57 15.80 15.72 15.90 15.86 16.10 15.99 16.20 16.12 16.30 16.25 16.40 16.38 16.60 16.50 16.70 16.63 16.80 16.76 16.90 16.88 17.10 17.00 17.20 17.13 17.30 17.26 17.50 17.41 17.60 17.54 17.70 17.64 17.80 17.74 18.00 17.90 18.10 18.06 18.30 18.20 18.40 18.33 18.50 18.43 18.60 18.52 18.70 18.63 18.90 18.78 19.00 18.91 19.10 19.03 19.20 19.14 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.34 0.000 0.00 0.00 0.27 0.00 235.44 45.87 5.42 223.2 0.00 0.34 0.000 0.00 0.00 0.27 0.00 235.86 46.38 5.53 225.9 0.00 0.34 0.000 0.00 0.00 0.27 0.00 236.09 45.96 5.41 225.0 0.00 0.34 0.000 0.00 0.00 0.27 0.00 236.87 45.73 5.04 226.7 0.00 0.34 0.000 0.00 0.00 0.27 0.00 238.20 47.75 4.98 237.9 0.00 0.34 0.000 0.00 0.00 0.27 0.00 238.30 48.20 5.21 239.4 0.00 0.34 0.000 0.00 0.00 0.27 2.42 237.83 49.26 6.02 240.2 0.00 0.34 0.000 0.00 0.00 0.27 2.53 237.86 49.17 6.20 239.4 0.00 0.34 0.000 0.00 0.00 0.27 2.52 237.74 48.46 6.24 236.4 0.00 0.34 0.000 0.00 0.00 0.27 2.30 238.22 47.79 5.96 235.7 0.00 0.34 0.000 0.00 0.00 0.27 2.14 239.14 48.08 5.67 239.8 0.00 0.34 0.000 0.00 0.00 0.27 0.00 241.01 48.67 4.93 248.6 0.00 0.34 0.000 0.00 0.00 0.27 0.00 242.32 49.56 4.63 256.2 0.00 0.34 0.000 0.00 0.00 0.27 0.00 243.15 50.62 4.58 262.8 0.00 0.34 0.000 0.00 0.00 0.27 0.00 243.90 50.36 4.33 264.3 0.00 0.34 0.000 0.00 0.00 0.27 0.00 244.04 49.95 4.32 263.0 0.00 0.34 0.000 0.00 0.00 0.27 0.00 245.61 48.05 3.60 259.7 0.00 0.34 0.000 0.00 0.00 0.27 0.00 245.87 47.29 3.53 256.9 0.00 0.34 0.000 0.00 0.00 0.27 0.00 244.16 46.51 4.07 249.0 0.00 0.34 0.000 0.00 0.00 0.27 0.00 243.75 48.56 4.70 255.7 0.00 0.34 0.000 0.00 0.00 0.27 0.00 243.92 49.74 5.01 260.3 0.00 0.34 0.000 0.00 0.00 0.27 0.00 244.17 49.21 4.91 259.1 0.00 0.34 0.000 0.00 0.00 0.27 0.00 243.33 48.72 5.44 253.6 0.00 0.34 0.000 0.00 0.00 0.27 2.18 243.19 48.69 5.69 252.5 0.00 0.34 0.000 0.00 0.00 0.27 2.35 242.62 48.08 6.02 247.7 0.00 0.34 0.000 0.00 0.00 0.27 2.44 242.60 48.01 6.17 247.1 0.00 0.34 0.000 0.00 0.00 0.27 2.65 242.64 48.27 6.47 247.4 0.00 0.34 0.000 0.00 0.00 0.27 2.81 242.75 48.39 6.70 247.5 0.00 0.34 0.000 0.00 0.00 0.27 2.70 243.09 48.06 6.56 247.5 0.00 0.34 0.000 0.00 0.00 0.27 2.66 243.15 47.54 6.55 245.7 0.00 0.34 0.000 0.00 0.00 0.27 2.58 243.34 47.23 6.46 245.2 0.00 0.34 0.000 0.00 0.00 0.27 2.48 243.79 47.25 6.29 246.9 0.00 0.34 0.000 0.00 0.00 0.27 2.37 244.23 47.15 6.13 248.1 0.00 0.34 0.000 0.00 0.00 0.27 2.28 244.22 46.28 6.07 244.7 0.00 0.34 0.000 0.00 0.00 0.27 2.15 244.31 45.44 5.93 241.9 0.00 0.34 0.000 0.00 0.00 0.27 2.03 244.34 44.57 5.81 238.7 0.00 0.34 0.000 0.00 0.00 0.27 2.12 243.96 44.07 6.03 235.2 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 19.40 19.27 19.50 19.45 19.60 19.56 19.70 19.65 19.80 19.76 20.00 19.89 20.10 20.03 20.20 20.17 20.40 20.31 20.50 20.43 20.60 20.56 20.80 20.71 21.00 20.87 21.10 21.03 21.20 21.16 21.30 21.26 21.40 21.37 21.50 21.48 21.70 21.61 21.80 21.77 21.90 21.88 22.10 22.01 22.20 22.14 22.30 22.26 22.50 22.39 22.60 22.52 22.80 22.67 22.90 22.81 23.00 22.92 23.10 23.05 23.20 23.18 23.40 23.31 23.60 23.47 23.60 23.60 23.80 23.72 23.90 23.84 24.10 23.99 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.34 0.000 0.00 0.00 0.27 2.02 244.29 43.69 5.88 234.8 0.00 0.34 0.000 0.00 0.00 0.27 2.07 244.70 43.99 5.94 237.0 0.00 0.34 0.000 0.00 0.00 0.27 2.47 241.86 41.00 6.92 215.9 0.00 0.34 0.000 0.00 0.00 0.27 2.47 243.62 43.29 6.67 229.9 0.00 0.34 0.000 0.00 0.00 0.27 2.54 244.08 43.86 6.71 233.3 0.00 0.34 0.000 0.00 0.00 0.27 2.58 243.86 43.28 6.84 230.2 0.00 0.34 0.000 0.00 0.00 0.27 2.34 244.21 42.57 6.54 228.8 0.00 0.34 0.000 0.00 0.00 0.27 1.98 244.99 41.85 6.00 228.8 0.00 0.34 0.000 0.00 0.00 0.27 0.00 246.32 42.03 5.47 233.8 0.00 0.34 0.000 0.00 0.00 0.27 0.00 246.95 42.64 5.42 238.1 0.00 0.34 0.000 0.00 0.00 0.27 0.00 247.05 42.60 5.49 238.1 0.00 0.34 0.000 0.00 0.00 0.27 0.00 247.20 42.54 5.54 238.2 0.00 0.34 0.000 0.00 0.00 0.27 0.00 248.07 43.33 5.45 244.1 0.00 0.34 0.000 0.00 0.00 0.27 0.00 249.75 45.15 5.19 257.1 0.00 0.34 0.000 0.00 0.00 0.27 0.00 251.45 45.94 4.68 266.2 0.00 0.34 0.000 0.00 0.00 0.27 0.00 252.87 46.40 4.26 272.9 0.00 0.34 0.000 0.00 0.00 0.27 0.00 253.51 46.40 4.10 274.9 0.00 0.34 0.000 0.00 0.00 0.27 0.00 253.91 46.36 4.03 275.9 0.00 0.34 0.000 0.00 0.00 0.27 0.00 254.43 46.97 4.01 280.4 0.00 0.34 0.000 0.00 0.00 0.27 0.00 255.32 46.94 3.81 283.0 0.00 0.34 0.000 0.00 0.00 0.27 0.00 255.82 46.78 3.70 283.6 0.00 0.34 0.000 0.00 0.00 0.27 0.00 255.30 47.49 4.03 285.6 0.00 0.34 0.000 0.00 0.00 0.27 0.00 254.75 46.68 4.20 280.1 0.00 0.34 0.000 0.00 0.00 0.27 0.00 253.29 44.94 4.56 267.3 0.00 0.34 0.000 0.00 0.00 0.27 0.00 253.28 45.11 4.69 268.0 0.00 0.34 0.000 0.00 0.00 0.27 0.00 254.39 45.88 4.47 275.1 0.00 0.34 0.000 0.00 0.00 0.27 0.00 255.97 45.75 3.97 279.5 0.00 0.34 0.000 0.00 0.00 0.27 0.00 256.05 45.92 4.05 280.6 0.00 0.34 0.000 0.00 0.00 0.27 0.00 255.22 45.80 4.40 277.4 0.00 0.34 0.000 0.00 0.00 0.27 0.00 254.06 45.41 4.92 271.6 0.00 0.34 0.000 0.00 0.00 0.27 0.00 253.19 43.50 5.02 260.1 0.00 0.34 0.000 0.00 0.00 0.27 0.00 252.79 41.49 4.88 249.7 0.00 0.34 0.000 0.00 0.00 0.27 0.00 254.08 42.06 4.58 256.2 0.00 0.34 0.000 0.00 0.00 0.27 0.00 255.04 42.79 4.43 262.6 0.00 0.34 0.000 0.00 0.00 0.27 0.00 255.50 42.95 4.36 264.7 0.00 0.34 0.000 0.00 0.00 0.27 0.00 255.77 43.17 4.37 266.6 0.00 0.34 0.000 0.00 0.00 0.27 0.00 255.91 43.21 4.41 267.3 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 24.20 24.14 24.40 24.29 24.50 24.44 24.60 24.56 24.70 24.66 24.80 24.77 25.00 24.90 25.10 25.02 25.20 25.15 25.40 25.29 25.50 25.43 25.60 25.57 25.70 25.69 25.90 25.82 26.00 25.96 26.10 26.09 26.30 26.21 26.40 26.34 26.50 26.46 26.70 26.61 26.80 26.74 26.90 26.87 27.10 27.03 27.20 27.16 27.30 27.26 27.50 27.40 27.60 27.52 27.70 27.65 27.90 27.81 28.00 27.97 28.20 28.10 28.30 28.22 28.40 28.36 28.60 28.50 28.70 28.64 28.80 28.77 29.00 28.90 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.34 0.000 0.00 0.00 0.27 0.00 256.07 43.27 4.45 268.1 0.00 0.34 0.000 0.00 0.00 0.27 0.00 256.70 42.97 4.28 268.5 0.00 0.34 0.000 0.00 0.00 0.27 0.00 257.76 42.93 4.01 271.2 0.00 0.34 0.000 0.00 0.00 0.27 0.00 257.80 44.47 4.26 279.4 0.00 0.34 0.000 0.00 0.00 0.27 0.00 254.35 41.49 5.16 254.3 0.00 0.34 0.000 0.00 0.00 0.27 0.00 255.67 44.52 5.33 272.3 0.00 0.34 0.000 0.00 0.00 0.27 2.01 255.39 44.97 5.72 272.8 0.00 0.34 0.000 0.00 0.00 0.27 2.29 255.17 45.49 6.13 273.6 0.00 0.34 0.000 0.00 0.00 0.27 2.49 255.10 45.78 6.41 274.1 0.00 0.34 0.000 0.00 0.00 0.27 2.28 255.79 45.67 6.09 276.5 0.00 0.34 0.000 0.00 0.00 0.27 2.43 255.67 45.69 6.33 275.8 0.00 0.34 0.000 0.00 0.00 0.27 2.55 255.73 45.84 6.49 276.3 0.00 0.34 0.000 0.00 0.00 0.27 2.53 256.17 46.09 6.43 279.0 0.00 0.34 0.000 0.00 0.00 0.27 2.70 256.64 47.05 6.61 284.3 0.00 0.34 0.000 0.00 0.00 0.27 2.88 256.48 47.01 6.88 282.9 0.00 0.34 0.000 0.00 0.00 0.27 2.85 256.94 47.27 6.81 285.8 0.00 0.34 0.000 0.00 0.00 0.27 1.89 256.93 47.49 7.06 286.1 0.00 0.34 0.000 0.00 0.00 0.27 2.23 257.01 47.84 7.31 287.1 0.00 0.34 0.000 0.00 0.00 0.27 2.55 256.77 47.56 7.55 284.6 0.00 0.34 0.000 0.00 0.00 0.27 2.81 256.40 46.82 7.75 279.7 0.00 0.34 0.000 0.00 0.00 0.27 2.99 256.21 46.34 7.88 276.8 0.00 0.34 0.000 0.00 0.00 0.27 3.11 256.12 45.99 7.98 274.8 0.00 0.34 0.000 0.00 0.00 0.27 3.58 255.75 45.52 8.32 270.8 0.00 0.34 0.000 0.00 0.00 0.27 4.47 255.22 45.40 8.95 266.9 0.00 0.34 0.000 0.00 0.00 0.27 4.18 254.85 44.08 8.75 260.9 0.00 0.34 0.000 0.00 0.00 0.27 4.16 253.12 40.73 8.74 241.8 0.00 0.34 0.000 0.00 0.00 0.27 4.72 250.98 37.76 9.13 222.9 0.00 0.34 0.000 0.00 0.00 0.27 3.24 253.01 38.62 8.07 234.0 0.00 0.34 0.000 0.00 0.00 0.27 2.63 256.17 41.22 7.08 256.5 0.00 0.34 0.000 0.00 0.00 0.27 2.60 257.33 42.38 6.90 265.7 0.00 0.34 0.000 0.00 0.00 0.27 2.70 257.39 42.48 7.04 266.1 0.00 0.34 0.000 0.00 0.00 0.27 2.74 257.50 42.48 7.10 266.4 0.00 0.34 0.000 0.00 0.00 0.27 2.62 256.98 42.38 7.61 263.3 0.00 0.34 0.000 0.00 0.00 0.27 3.65 256.58 42.91 8.37 262.6 0.00 0.34 0.000 0.00 0.00 0.27 4.84 254.64 40.83 9.21 245.9 0.00 0.34 0.000 0.00 0.00 0.27 5.59 252.36 37.62 9.72 223.9 0.01 0.34 0.000 0.18 0.00 0.26 5.19 251.15 35.13 9.45 211.2 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 29.10 29.02 29.20 29.15 29.40 29.30 29.50 29.45 29.70 29.58 29.90 29.77 30.00 29.93 30.20 30.09 30.30 30.26 30.50 30.40 30.60 30.52 30.70 30.64 30.90 30.80 31.00 30.93 31.10 31.04 31.30 31.20 31.40 31.33 31.50 31.45 31.60 31.58 31.80 31.70 31.90 31.84 32.00 31.96 32.20 32.12 32.30 32.27 32.40 32.39 32.60 32.51 32.70 32.63 32.80 32.76 33.00 32.90 33.10 33.03 33.20 33.16 33.30 33.29 33.50 33.43 33.60 33.57 33.80 33.69 33.90 33.83 34.00 33.96 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.34 0.000 0.00 0.00 0.26 2.94 253.45 36.12 8.18 224.3 0.00 0.34 0.000 0.00 0.00 0.26 2.49 256.49 38.41 7.16 244.9 0.00 0.34 0.000 0.00 0.00 0.26 2.45 257.39 39.15 7.01 251.3 0.00 0.34 0.000 0.00 0.00 0.26 2.42 257.37 38.74 7.01 249.4 0.00 0.34 0.000 0.00 0.00 0.26 2.59 256.60 38.03 7.37 243.3 0.00 0.34 0.000 0.00 0.00 0.26 2.90 254.88 36.39 8.07 229.8 0.00 0.34 0.000 0.00 0.00 0.26 3.86 254.38 36.15 8.52 226.6 0.00 0.34 0.000 0.00 0.00 0.26 2.36 254.43 33.88 7.57 217.8 0.01 0.33 3.243 0.76 0.01 0.25 2.55 249.86 29.22 8.69 183.6 0.01 0.31 1.043 0.39 0.01 0.25 2.20 252.88 31.23 7.72 201.1 0.01 0.31 1.529 0.46 0.01 0.24 2.11 252.59 30.46 7.68 196.8 0.01 0.30 1.470 0.45 0.01 0.23 2.00 253.02 30.40 7.49 197.7 0.01 0.29 0.444 0.29 0.01 0.23 2.06 254.58 32.01 7.32 209.6 0.00 0.29 0.114 0.23 0.00 0.22 2.14 255.25 32.82 7.33 215.3 0.00 0.29 0.119 0.23 0.00 0.22 2.32 255.08 33.02 7.61 1.47 215.6 0.00 0.29 0.000 0.00 0.00 0.22 2.42 255.27 33.27 7.74 1.48 217.2 0.00 0.29 0.000 0.00 0.00 0.22 2.61 256.46 34.93 7.79 1.48 228.3 0.00 0.29 0.000 0.00 0.00 0.22 3.51 256.61 35.90 8.27 1.52 232.5 0.00 0.29 0.000 0.00 0.00 0.22 4.16 256.10 35.74 8.74 1.55 229.6 0.00 0.29 0.000 0.00 0.00 0.22 5.15 254.94 34.90 9.42 1.59 221.0 0.00 0.28 0.473 0.30 0.00 0.22 6.00 253.99 34.01 9.98 212.5 0.00 0.28 0.636 0.32 0.00 0.21 5.92 253.91 33.60 9.94 210.7 0.01 0.27 0.723 0.34 0.01 0.21 5.73 254.02 33.29 9.81 210.2 0.00 0.26 0.000 0.21 0.00 0.20 5.12 255.62 34.70 9.40 222.2 0.00 0.26 0.000 0.00 0.00 0.20 5.29 257.04 36.69 9.51 234.7 0.00 0.26 0.000 0.00 0.00 0.20 5.04 257.36 36.67 9.35 236.2 0.00 0.26 0.000 0.00 0.00 0.20 5.42 257.15 36.47 9.60 233.8 0.00 0.26 0.166 0.25 0.00 0.20 5.74 255.77 34.50 9.81 220.4 0.01 0.25 0.164 0.25 0.01 0.19 4.81 256.13 33.88 9.19 220.9 0.00 0.25 0.364 0.28 0.00 0.19 4.27 256.20 33.09 8.81 218.0 0.00 0.25 0.000 0.00 0.00 0.19 2.58 260.13 36.16 7.55 245.8 0.00 0.25 0.000 0.00 0.00 0.19 2.46 261.82 37.58 7.15 258.6 0.00 0.25 0.000 0.00 0.00 0.19 2.66 261.17 37.14 7.52 253.8 0.00 0.25 0.000 0.00 0.00 0.19 3.41 260.50 37.23 8.20 251.1 0.00 0.25 0.000 0.00 0.00 0.19 3.68 260.84 37.87 8.39 254.9 0.00 0.25 0.000 0.00 0.00 0.19 3.32 262.00 38.88 8.13 263.9 0.00 0.25 0.000 0.00 0.00 0.19 2.65 265.40 43.08 7.63 296.5 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 34.20 34.10 34.30 34.25 34.40 34.36 34.50 34.47 34.70 34.61 34.80 34.74 34.90 34.86 35.10 35.02 35.20 35.15 35.30 35.26 35.50 35.39 35.60 35.53 35.70 35.67 35.90 35.82 36.00 35.94 36.10 36.05 36.20 36.17 36.40 36.30 36.50 36.44 36.60 36.57 36.80 36.70 36.90 36.82 37.00 36.94 37.20 37.08 37.30 37.22 37.40 37.35 37.60 37.48 37.70 37.62 37.80 37.76 38.00 37.91 38.10 38.03 38.30 38.18 38.40 38.34 38.50 38.46 38.60 38.58 38.70 38.68 38.90 38.80 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.25 0.000 0.00 0.00 0.19 1.97 270.50 50.58 7.11 353.4 0.00 0.25 0.000 0.00 0.00 0.19 2.58 271.51 53.19 7.58 368.6 0.00 0.25 0.000 0.00 0.00 0.19 3.72 270.53 52.79 8.42 359.5 0.00 0.25 0.000 0.00 0.00 0.19 3.44 270.59 52.18 8.22 357.7 0.00 0.25 0.000 0.00 0.00 0.19 4.29 270.97 53.69 8.83 364.0 0.00 0.25 0.000 0.00 0.00 0.19 5.61 270.87 54.59 9.73 362.6 0.00 0.25 0.000 0.00 0.00 0.19 6.73 270.51 54.51 10.45 355.5 0.00 0.25 0.000 0.00 0.00 0.19 7.14 271.40 56.03 10.71 363.6 0.00 0.25 0.000 0.00 0.00 0.19 6.92 272.19 57.00 10.57 372.5 0.00 0.25 0.000 0.00 0.00 0.19 6.65 272.80 57.66 10.40 379.6 0.00 0.25 0.000 0.00 0.00 0.19 6.01 274.01 59.11 9.99 394.8 0.00 0.25 0.000 0.00 0.00 0.19 6.04 275.12 60.92 10.01 407.8 0.00 0.25 0.000 0.00 0.00 0.19 4.99 277.01 63.35 9.31 434.1 0.00 0.25 0.000 0.00 0.00 0.19 3.53 278.59 64.17 8.28 451.1 0.00 0.25 0.000 0.00 0.00 0.19 1.07 283.05 69.08 6.43 509.1 0.00 0.25 0.000 0.00 0.00 0.19 0.00 289.95 80.82 4.98 620.7 0.00 0.25 0.000 0.00 0.00 0.19 0.00 295.06 89.59 3.92 712.2 0.00 0.25 0.000 0.00 0.00 0.19 0.00 298.30 96.21 3.51 777.3 0.00 0.25 0.000 0.00 0.00 0.19 0.00 296.65 96.54 4.66 754.1 0.00 0.25 0.000 0.00 0.00 0.19 0.00 293.14 83.70 4.20 664.7 0.00 0.25 0.000 0.00 0.00 0.19 0.73 281.50 62.57 6.17 471.1 0.00 0.25 0.000 0.00 0.00 0.19 3.22 274.14 51.88 8.05 373.8 0.00 0.25 0.000 0.00 0.00 0.19 5.91 269.16 46.04 9.93 317.4 0.00 0.25 0.000 0.00 0.00 0.19 10.66 266.69 43.95 12.74 274.5 0.00 0.25 0.000 0.00 0.00 0.19 13.82 266.95 44.46 14.37 259.3 0.00 0.25 0.000 0.00 0.00 0.19 14.71 267.26 44.75 14.81 256.7 0.00 0.25 0.000 0.00 0.00 0.19 16.27 267.06 44.28 15.56 246.4 0.00 0.25 0.000 0.00 0.00 0.19 19.28 266.41 43.11 16.96 226.4 0.00 0.25 0.000 0.00 0.00 0.19 22.01 265.21 41.05 18.18 204.6 0.00 0.25 0.000 0.00 0.00 0.19 23.42 264.37 39.49 18.80 191.8 0.00 0.25 0.000 0.00 0.00 0.19 23.02 263.52 37.96 18.63 185.2 0.00 0.25 0.000 0.00 0.00 0.19 22.90 263.52 37.66 18.58 184.4 0.00 0.25 0.000 0.00 0.00 0.19 18.47 265.73 40.45 16.59 217.3 0.00 0.25 0.000 0.00 0.00 0.19 13.52 270.60 47.61 14.22 286.9 0.00 0.25 0.000 0.00 0.00 0.19 11.76 272.55 50.36 13.32 316.8 0.00 0.25 0.000 0.00 0.00 0.19 11.14 273.66 51.94 13.00 332.0 0.00 0.25 0.000 0.00 0.00 0.19 12.47 272.74 50.27 13.69 312.6 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 39.00 38.93 39.10 39.06 39.30 39.21 39.40 39.36 39.50 39.47 39.70 39.60 39.80 39.76 40.00 39.89 40.00 40.00 40.20 40.12 40.30 40.25 40.50 40.41 40.60 40.56 40.80 40.68 40.90 40.84 41.10 40.99 41.20 41.12 41.30 41.26 41.40 41.38 41.60 41.51 41.70 41.64 41.80 41.77 42.00 41.89 42.10 42.02 42.20 42.15 42.30 42.27 42.50 42.41 42.60 42.55 42.70 42.67 42.90 42.82 43.00 42.96 43.20 43.09 43.30 43.22 43.40 43.35 43.50 43.46 43.60 43.57 43.80 43.70 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.25 0.000 0.00 0.00 0.19 14.01 271.42 47.89 14.47 288.3 0.00 0.25 0.000 0.00 0.00 0.19 14.96 270.61 46.34 14.93 273.6 0.00 0.25 0.000 0.00 0.00 0.19 14.38 269.97 44.91 14.65 268.7 0.00 0.25 0.000 0.00 0.00 0.19 16.47 269.60 44.18 15.66 253.5 0.00 0.25 0.000 0.00 0.00 0.19 20.11 268.94 43.08 17.34 230.5 0.00 0.25 0.000 0.00 0.00 0.19 27.62 265.91 38.49 20.62 179.0 0.00 0.25 0.000 0.00 0.00 0.19 31.98 264.69 36.51 22.47 157.6 0.00 0.25 0.000 0.00 0.00 0.19 30.20 265.31 37.09 21.72 165.5 0.00 0.25 0.000 0.00 0.00 0.19 28.26 266.21 38.14 20.89 176.7 0.00 0.25 0.000 0.00 0.00 0.19 24.48 267.17 39.22 19.27 194.6 0.00 0.25 0.000 0.00 0.00 0.19 23.94 266.29 37.65 19.03 188.0 0.01 0.24 0.321 0.29 0.01 0.18 24.41 264.21 34.39 19.24 168.8 0.01 0.23 2.113 0.59 0.01 0.18 23.51 262.59 31.91 18.84 157.8 0.02 0.21 3.105 0.76 0.02 0.16 23.87 261.98 30.92 19.00 151.5 0.01 0.20 3.292 0.79 0.01 0.15 25.85 261.82 30.50 19.86 144.3 0.02 0.17 3.231 0.79 0.02 0.13 26.92 261.89 30.37 20.32 141.3 0.01 0.16 2.957 0.74 0.01 0.12 27.57 262.11 30.47 20.59 140.6 0.01 0.15 2.377 0.65 0.01 0.11 29.20 262.41 30.68 21.29 138.1 0.01 0.14 1.851 0.55 0.01 0.11 30.67 262.71 30.90 21.91 136.3 0.02 0.12 1.814 0.55 0.01 0.09 30.90 262.84 30.88 22.01 135.9 0.01 0.12 1.680 0.52 0.01 0.09 30.49 263.17 31.10 21.84 138.3 0.01 0.11 1.671 0.52 0.01 0.08 31.36 263.17 30.91 22.21 135.7 0.02 0.09 2.455 0.66 0.02 0.07 30.97 262.77 30.19 22.04 133.0 0.02 0.07 4.475 0.96 0.01 0.05 28.72 262.13 29.13 21.08 132.7 0.01 0.06 2.865 0.73 0.01 0.05 28.48 263.17 30.28 20.98 139.7 0.01 0.05 2.519 0.67 0.01 0.04 28.88 263.46 30.49 21.15 140.3 0.02 0.03 1.589 0.50 0.01 0.03 27.62 264.55 31.68 20.62 150.2 0.01 0.03 0.748 0.37 0.00 0.02 27.14 265.64 32.90 20.41 158.6 0.00 0.02 0.097 0.26 0.00 0.02 27.37 266.63 34.06 20.51 164.7 0.01 0.02 0.000 0.22 0.01 0.01 24.98 267.55 35.03 19.48 177.7 0.00 0.01 0.051 0.25 0.00 0.01 25.55 267.30 34.47 19.73 173.1 0.01 0.00 0.077 0.25 0.01 0.00 27.40 267.12 34.05 20.52 165.7 0.00 0.00 0.000 0.17 0.00 0.00 27.10 268.19 35.29 20.39 174.0 0.00 0.00 0.000 0.14 0.00 0.00 24.30 269.28 36.55 19.19 190.3 0.00 0.00 0.000 0.00 0.00 0.00 21.31 269.96 37.25 17.87 205.5 0.00 0.00 0.000 0.00 0.00 0.00 18.72 273.05 41.47 16.71 243.3 0.00 0.00 0.000 0.00 0.00 0.00 25.59 272.42 41.06 19.75 213.5 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Zb(ft)Z m(ft) 43.90 43.84 44.00 43.98 44.20 44.11 44.30 44.25 44.40 44.38 44.60 44.52 44.70 44.64 44.80 44.77 45.00 44.90 45.10 45.03 45.30 45.19 45.40 45.35 45.50 45.45 45.70 45.57 45.80 45.71 45.90 45.82 46.00 45.94 46.20 46.09 46.30 46.22 46.40 46.34 46.50 46.47 46.70 46.60 46.80 46.74 47.00 46.88 47.10 47.02 47.20 47.15 47.30 47.28 47.50 47.40 47.60 47.52 47.70 47.65 47.90 47.80 ΔS i ΣS i (in)ΔDi LDI (in)ΣDi (in)γ max (%)Pd G/G 0Pd ε v (%)Pd ΔS i ΣS i (in)Pd FCYi V s (m/s)Pd N 1jpcs FCIB (I c)TZ qc0 (tsf) 0.00 0.00 0.000 0.00 0.00 0.00 18.55 276.33 46.06 16.63 274.7 0.00 0.00 0.000 0.00 0.00 0.00 18.55 275.59 44.60 16.63 266.0 0.00 0.00 0.000 0.00 0.00 0.00 19.88 273.99 41.92 17.23 243.1 0.00 0.00 0.000 0.00 0.00 0.00 21.84 272.95 40.17 18.11 224.3 0.00 0.00 0.000 0.00 0.00 0.00 23.08 273.20 40.36 18.65 221.1 0.00 0.00 0.000 0.00 0.00 0.00 20.62 275.65 43.73 17.56 252.9 0.00 0.00 0.000 0.00 0.00 0.00 18.62 277.69 46.64 16.66 281.9 0.00 0.00 0.000 0.00 0.00 0.00 17.55 279.18 48.76 16.17 302.4 0.00 0.00 0.000 0.00 0.00 0.00 16.80 279.94 49.69 15.81 313.8 0.00 0.00 0.000 0.00 0.00 0.00 15.47 279.81 49.11 15.18 318.8 0.00 0.00 0.000 0.00 0.00 0.00 14.69 279.86 48.79 14.80 322.6 0.00 0.00 0.000 0.00 0.00 0.00 16.17 280.77 50.10 15.52 322.8 0.00 0.00 0.000 0.00 0.00 0.00 18.87 279.81 48.46 16.77 296.6 0.00 0.00 0.000 0.00 0.00 0.00 18.78 279.20 47.19 16.73 289.3 0.00 0.00 0.000 0.00 0.00 0.00 18.57 278.46 45.72 16.64 281.3 0.00 0.00 0.000 0.00 0.00 0.00 17.78 277.86 44.52 16.27 278.0 0.00 0.00 0.000 0.00 0.00 0.00 17.99 277.76 44.15 16.37 275.0 0.00 0.00 0.000 0.00 0.00 0.00 18.48 278.35 44.81 16.59 277.5 0.00 0.00 0.000 0.00 0.00 0.00 17.59 279.61 46.51 16.18 294.5 0.00 0.00 0.000 0.00 0.00 0.00 17.91 280.26 47.34 16.33 298.9 0.00 0.00 0.000 0.00 0.00 0.00 18.25 280.64 47.71 16.49 300.2 0.00 0.00 0.000 0.00 0.00 0.00 15.64 279.80 45.96 15.26 304.1 0.00 0.00 0.000 0.00 0.00 0.00 16.24 280.45 46.76 15.55 306.8 0.00 0.00 0.000 0.00 0.00 0.00 19.78 280.19 46.27 17.19 284.2 0.00 0.00 0.000 0.00 0.00 0.00 20.42 280.50 46.51 17.48 283.2 0.00 0.00 0.000 0.00 0.00 0.00 20.59 280.37 46.06 17.55 280.0 0.00 0.00 0.000 0.00 0.00 0.00 22.01 279.74 44.88 18.18 266.0 0.00 0.00 0.000 0.00 0.00 0.00 22.87 278.83 43.28 18.56 252.3 0.00 0.00 0.000 0.00 0.00 0.00 23.21 278.33 42.31 18.71 245.1 0.00 0.00 0.000 0.00 0.00 0.00 24.10 278.65 42.59 19.10 243.7 0.00 0.00 0.000 0.00 0.00 0.00 26.37 278.56 42.21 20.08 233.0 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 0.20 0.12 0.30 0.28 0.50 0.40 0.60 0.53 0.70 0.67 0.90 0.82 1.00 0.95 1.10 1.06 1.30 1.20 1.40 1.35 1.50 1.48 1.60 1.59 1.80 1.71 2.00 1.86 2.10 2.01 2.20 2.13 2.30 2.24 2.40 2.37 2.60 2.50 2.70 2.63 2.80 2.75 2.90 2.86 3.00 2.98 3.20 3.11 3.30 3.23 3.40 3.32 3.50 3.45 3.60 3.59 3.70 3.68 3.80 3.76 3.90 3.88 4.10 4.01 4.20 4.15 4.40 4.29 4.50 4.44 4.70 4.58 4.80 4.72 k (m/s)FS50 FS 85 DE (q c1N)cs 3.0792E-08 1.00 4.9 9.8438E-07 1.00 15.2 3.1435E-06 1.00 26.2 5.4479E-06 1.00 36.7 9.7346E-06 1.00 49.0 1.1534E-05 1.00 79.6 1.5691E-05 1.00 88.7 2.6588E-05 1.00 97.1 2.2062E-05 1.00 100.2 3.2623E-05 1.00 109.6 3.0938E-05 1.00 110.6 2.4527E-05 1.00 108.9 2.4849E-05 1.00 107.7 2.4805E-05 1.00 103.0 2.6014E-05 1.00 103.7 2.6115E-05 1.00 104.1 2.6130E-05 1.00 104.2 2.8473E-05 1.00 105.9 2.8974E-05 1.00 108.4 2.5131E-05 1.00 108.8 2.1043E-05 1.00 108.1 1.6422E-05 1.00 105.8 1.4570E-05 1.00 102.5 1.4217E-05 1.00 99.3 1.4198E-05 1.00 97.2 1.5755E-05 1.00 95.1 2.3544E-05 1.00 91.4 2.2802E-05 1.00 91.2 1.9765E-05 1.00 89.2 1.8992E-05 1.00 87.1 3.1212E-05 1.00 94.3 2.9554E-05 1.00 100.5 3.3858E-05 1.00 104.9 4.1829E-05 1.00 106.6 4.8076E-05 1.00 108.5 5.1922E-05 1.00 114.4 6.8981E-05 1.00 112.3 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 4.90 4.85 5.00 4.96 5.10 5.06 5.30 5.20 5.40 5.34 5.50 5.46 5.70 5.59 5.80 5.73 5.90 5.85 6.00 5.98 6.20 6.11 6.30 6.24 6.40 6.38 6.60 6.52 6.70 6.66 6.80 6.79 7.00 6.92 7.10 7.08 7.20 7.18 7.40 7.31 7.60 7.50 7.70 7.67 7.90 7.81 8.00 7.96 8.20 8.12 8.30 8.27 8.40 8.37 8.60 8.49 8.70 8.62 8.80 8.76 9.00 8.90 9.10 9.03 9.20 9.16 9.40 9.30 9.40 9.40 9.60 9.53 9.70 9.68 k (m/s)FS50 FS 85 DE (q c1N)cs 8.9226E-05 1.00 114.3 6.4598E-05 1.00 108.0 6.3560E-05 0.53 0.53 0.00 109.5 5.9379E-05 0.56 0.56 0.00 114.2 6.4085E-05 0.56 0.56 0.00 115.5 6.4255E-05 0.56 0.56 0.00 115.7 1.1520E-04 0.50 0.50 0.00 110.1 9.6308E-05 0.47 0.47 0.00 106.9 5.5332E-05 0.38 0.38 0.00 94.6 4.7098E-05 0.37 0.37 0.00 94.0 4.1936E-05 0.36 0.36 0.00 92.5 2.9014E-05 0.37 0.37 0.00 95.2 2.0756E-05 0.35 0.35 0.00 92.0 1.3657E-05 0.33 0.33 0.00 88.0 7.5487E-06 0.30 0.30 0.00 83.1 5.9465E-06 0.30 0.30 0.00 82.3 1.1972E-05 0.32 0.32 0.00 88.7 1.6590E-05 0.35 0.35 0.00 95.4 1.4920E-05 0.36 0.36 0.00 96.3 4.4166E-05 0.49 0.49 0.00 115.8 8.6902E-05 0.72 0.72 0.00 139.7 2.0015E-04 1.07 1.07 0.00 164.8 2.7609E-04 1.37 1.37 0.00 180.1 1.1642E-04 0.98 0.98 0.00 160.7 1.6939E-04 1.60 1.60 0.00 193.2 1.7199E-04 1.70 1.70 0.00 199.4 1.7813E-04 1.79 1.79 0.00 204.3 1.7601E-04 1.85 1.85 0.00 207.9 1.9234E-04 1.93 1.93 0.00 212.8 2.4045E-04 2.00 2.00 0.00 218.0 3.0314E-04 2.00 2.00 0.00 221.1 3.6771E-04 2.00 2.00 0.00 226.1 3.8915E-04 2.00 2.00 0.00 233.2 4.5582E-04 2.00 2.00 0.00 245.4 5.4678E-04 2.00 2.00 0.00 255.7 7.1198E-04 2.00 2.00 0.00 273.3 9.5772E-04 2.00 2.00 0.00 286.3 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 9.80 9.79 10.00 9.89 10.10 10.01 10.20 10.13 10.30 10.26 10.40 10.39 10.50 10.48 10.70 10.61 10.80 10.78 10.90 10.90 11.10 11.00 11.20 11.12 11.30 11.25 11.40 11.38 11.60 11.49 11.70 11.62 11.80 11.73 12.00 11.86 12.10 12.04 12.30 12.19 12.30 12.30 12.50 12.41 12.60 12.55 12.80 12.70 12.90 12.83 13.00 12.96 13.20 13.10 13.30 13.21 13.40 13.34 13.60 13.50 13.70 13.63 13.80 13.76 14.00 13.92 14.10 14.08 14.30 14.21 14.40 14.34 14.50 14.47 k (m/s)FS50 FS 85 DE (q c1N)cs 2.2910E-03 2.00 2.00 0.00 298.9 2.4390E-03 2.00 2.00 0.00 310.3 2.2997E-03 2.00 2.00 0.00 320.9 1.6500E-03 2.00 2.00 0.00 315.3 1.5005E-03 2.00 2.00 0.00 328.5 1.3053E-03 2.00 2.00 0.00 335.6 1.1955E-03 2.00 2.00 0.00 344.3 1.1117E-03 2.00 2.00 0.00 355.0 1.0660E-03 2.00 2.00 0.00 355.6 1.0434E-03 2.00 2.00 0.00 357.5 9.5455E-04 2.00 2.00 0.00 360.3 9.0895E-04 2.00 2.00 0.00 362.9 8.6101E-04 2.00 2.00 0.00 359.8 7.6248E-04 2.00 2.00 0.00 355.5 6.4266E-04 2.00 2.00 0.00 352.9 5.0942E-04 2.00 2.00 0.00 351.0 4.4043E-04 2.00 2.00 0.00 345.1 3.5714E-04 2.00 2.00 0.00 330.6 3.9494E-04 2.00 2.00 0.00 322.0 2.9186E-04 2.00 2.00 0.00 320.3 1.6810E-04 2.00 2.00 0.00 290.8 1.6230E-04 2.00 2.00 0.00 305.4 1.3614E-04 2.00 2.00 0.00 306.3 1.2111E-04 2.00 2.00 0.00 304.2 1.0724E-04 2.00 2.00 0.00 298.9 8.9977E-05 2.00 2.00 0.00 285.9 8.2159E-05 2.00 2.00 0.00 280.3 8.1992E-05 2.00 2.00 0.00 277.9 8.2657E-05 2.00 2.00 0.00 276.8 1.0183E-04 2.00 2.00 0.00 281.1 1.3224E-04 2.00 2.00 0.00 285.6 1.8948E-04 2.00 2.00 0.00 289.7 3.5295E-04 2.00 2.00 0.00 290.4 5.2532E-04 2.00 2.00 0.00 289.2 7.2894E-04 2.00 2.00 0.00 281.7 9.4424E-04 2.00 2.00 0.00 278.7 9.2518E-04 2.00 2.00 0.00 282.8 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 14.70 14.60 14.80 14.75 14.90 14.84 15.00 14.91 15.10 15.05 15.20 15.18 15.40 15.33 15.50 15.46 15.60 15.57 15.80 15.72 15.90 15.86 16.10 15.99 16.20 16.12 16.30 16.25 16.40 16.38 16.60 16.50 16.70 16.63 16.80 16.76 16.90 16.88 17.10 17.00 17.20 17.13 17.30 17.26 17.50 17.41 17.60 17.54 17.70 17.64 17.80 17.74 18.00 17.90 18.10 18.06 18.30 18.20 18.40 18.33 18.50 18.43 18.60 18.52 18.70 18.63 18.90 18.78 19.00 18.91 19.10 19.03 19.20 19.14 k (m/s)FS50 FS 85 DE (q c1N)cs 1.0765E-03 2.00 2.00 0.00 285.4 1.0050E-03 2.00 2.00 0.00 287.6 1.0820E-03 2.00 2.00 0.00 285.8 1.3835E-03 2.00 2.00 0.00 287.4 1.4401E-03 2.00 2.00 0.00 300.5 1.2373E-03 2.00 2.00 0.00 301.3 7.4244E-04 2.00 2.00 0.00 301.1 6.6932E-04 2.00 2.00 0.00 299.1 6.5071E-04 2.00 2.00 0.00 294.4 7.7225E-04 2.00 2.00 0.00 292.4 9.2205E-04 2.00 2.00 0.00 296.4 1.4892E-03 2.00 2.00 0.00 306.2 1.8372E-03 2.00 2.00 0.00 314.5 1.8948E-03 2.00 2.00 0.00 321.6 2.2739E-03 2.00 2.00 0.00 322.4 2.2965E-03 2.00 2.00 0.00 319.8 4.0221E-03 2.00 2.00 0.00 314.8 4.2479E-03 2.00 2.00 0.00 310.5 2.7739E-03 2.00 2.00 0.00 300.1 1.7513E-03 2.00 2.00 0.00 307.3 1.4152E-03 2.00 2.00 0.00 311.8 1.5112E-03 2.00 2.00 0.00 309.4 1.0652E-03 2.00 2.00 0.00 301.7 9.0776E-04 2.00 2.00 0.00 299.4 7.4453E-04 2.00 2.00 0.00 293.1 6.8178E-04 2.00 2.00 0.00 291.6 5.7058E-04 2.00 2.00 0.00 290.8 5.0071E-04 2.00 2.00 0.00 289.8 5.4087E-04 2.00 2.00 0.00 288.8 5.4605E-04 2.00 2.00 0.00 285.8 5.7428E-04 2.00 2.00 0.00 284.6 6.3302E-04 2.00 2.00 0.00 286.0 6.9585E-04 2.00 2.00 0.00 286.6 7.2215E-04 2.00 2.00 0.00 281.7 7.8485E-04 2.00 2.00 0.00 277.6 8.4343E-04 2.00 2.00 0.00 273.2 7.4098E-04 2.00 2.00 0.00 268.6 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 19.40 19.27 19.50 19.45 19.60 19.56 19.70 19.65 19.80 19.76 20.00 19.89 20.10 20.03 20.20 20.17 20.40 20.31 20.50 20.43 20.60 20.56 20.80 20.71 21.00 20.87 21.10 21.03 21.20 21.16 21.30 21.26 21.40 21.37 21.50 21.48 21.70 21.61 21.80 21.77 21.90 21.88 22.10 22.01 22.20 22.14 22.30 22.26 22.50 22.39 22.60 22.52 22.80 22.67 22.90 22.81 23.00 22.92 23.10 23.05 23.20 23.18 23.40 23.31 23.60 23.47 23.60 23.60 23.80 23.72 23.90 23.84 24.10 23.99 k (m/s)FS50 FS 85 DE (q c1N)cs 8.0976E-04 2.00 2.00 0.00 267.4 7.7809E-04 2.00 2.00 0.00 268.7 4.4216E-04 2.00 2.00 0.00 244.3 5.0969E-04 2.00 2.00 0.00 259.6 4.9751E-04 2.00 2.00 0.00 262.8 4.6339E-04 2.00 2.00 0.00 258.5 5.4966E-04 2.00 2.00 0.00 256.2 7.5194E-04 2.00 2.00 0.00 255.4 1.0437E-03 2.00 2.00 0.00 260.2 1.0798E-03 2.00 2.00 0.00 264.4 1.0329E-03 2.00 2.00 0.00 263.7 9.9713E-04 2.00 2.00 0.00 263.0 1.0600E-03 2.00 2.00 0.00 268.6 1.2534E-03 2.00 2.00 0.00 282.0 1.7755E-03 2.00 2.00 0.00 291.2 2.3996E-03 2.00 2.00 0.00 297.9 2.6987E-03 2.00 2.00 0.00 299.4 2.8562E-03 2.00 2.00 0.00 299.9 2.8904E-03 2.00 2.00 0.00 304.0 3.3835E-03 2.00 2.00 0.00 305.9 3.6862E-03 2.00 2.00 0.00 305.9 2.8409E-03 2.00 2.00 0.00 307.4 2.5101E-03 2.00 2.00 0.00 300.6 1.9277E-03 2.00 2.00 0.00 286.3 1.7574E-03 2.00 2.00 0.00 286.3 2.0532E-03 2.00 2.00 0.00 293.2 2.9774E-03 2.00 2.00 0.00 297.0 2.8024E-03 2.00 2.00 0.00 297.4 2.1573E-03 2.00 2.00 0.00 293.4 1.4992E-03 2.00 2.00 0.00 286.6 1.4061E-03 2.00 2.00 0.00 273.8 1.5431E-03 2.00 2.00 0.00 262.3 1.8962E-03 2.00 2.00 0.00 268.3 2.1202E-03 2.00 2.00 0.00 274.3 2.2292E-03 2.00 2.00 0.00 276.0 2.2164E-03 2.00 2.00 0.00 277.4 2.1386E-03 2.00 2.00 0.00 277.3 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 24.20 24.14 24.40 24.29 24.50 24.44 24.60 24.56 24.70 24.66 24.80 24.77 25.00 24.90 25.10 25.02 25.20 25.15 25.40 25.29 25.50 25.43 25.60 25.57 25.70 25.69 25.90 25.82 26.00 25.96 26.10 26.09 26.30 26.21 26.40 26.34 26.50 26.46 26.70 26.61 26.80 26.74 26.90 26.87 27.10 27.03 27.20 27.16 27.30 27.26 27.50 27.40 27.60 27.52 27.70 27.65 27.90 27.81 28.00 27.97 28.20 28.10 28.30 28.22 28.40 28.36 28.60 28.50 28.70 28.64 28.80 28.77 29.00 28.90 k (m/s)FS50 FS 85 DE (q c1N)cs 2.0790E-03 2.00 2.00 0.00 277.5 2.3661E-03 2.00 2.00 0.00 277.1 2.8854E-03 2.00 2.00 0.00 279.2 2.3888E-03 2.00 2.00 0.00 287.1 1.2735E-03 2.00 2.00 0.00 260.9 1.1441E-03 2.00 2.00 0.00 278.7 8.9529E-04 2.00 2.00 0.00 278.6 6.9782E-04 2.00 2.00 0.00 278.9 5.9032E-04 2.00 2.00 0.00 278.7 7.1118E-04 2.00 2.00 0.00 280.4 6.2021E-04 2.00 2.00 0.00 278.9 5.6329E-04 2.00 2.00 0.00 278.7 5.8309E-04 2.00 2.00 0.00 280.8 5.2801E-04 2.00 2.00 0.00 285.5 4.5297E-04 2.00 2.00 0.00 283.4 4.7076E-04 2.00 2.00 0.00 285.6 4.1114E-04 2.00 2.00 0.00 285.2 3.5809E-04 2.00 2.00 0.00 285.6 3.1568E-04 2.00 2.00 0.00 282.4 2.8515E-04 2.00 2.00 0.00 276.9 2.6624E-04 2.00 2.00 0.00 273.3 2.5392E-04 2.00 2.00 0.00 270.7 2.1435E-04 1.99 1.99 0.00 266.0 1.5773E-04 1.98 1.98 0.00 261.6 1.7379E-04 1.98 1.98 0.00 255.2 1.7490E-04 1.77 1.77 0.00 236.0 1.4561E-04 1.50 1.50 0.00 217.0 2.4232E-04 1.64 1.64 0.00 227.4 4.0621E-04 1.93 1.93 0.00 248.6 4.4744E-04 1.95 1.95 0.00 256.8 4.1417E-04 1.95 1.95 0.00 256.6 4.0226E-04 1.95 1.95 0.00 256.4 3.0690E-04 1.94 1.94 0.00 252.8 2.0862E-04 1.94 1.94 0.00 251.6 1.4017E-04 1.72 1.72 0.00 235.1 1.1111E-04 1.42 1.42 0.00 213.5 1.2546E-04 1.24 1.24 0.00 200.9 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 29.10 29.02 29.20 29.15 29.40 29.30 29.50 29.45 29.70 29.58 29.90 29.77 30.00 29.93 30.20 30.09 30.30 30.26 30.50 30.40 30.60 30.52 30.70 30.64 30.90 30.80 31.00 30.93 31.10 31.04 31.30 31.20 31.40 31.33 31.50 31.45 31.60 31.58 31.80 31.70 31.90 31.84 32.00 31.96 32.20 32.12 32.30 32.27 32.40 32.39 32.60 32.51 32.70 32.63 32.80 32.76 33.00 32.90 33.10 33.03 33.20 33.16 33.30 33.29 33.50 33.43 33.60 33.57 33.80 33.69 33.90 33.83 34.00 33.96 k (m/s)FS50 FS 85 DE (q c1N)cs 2.2950E-04 1.41 1.41 0.00 213.1 3.8786E-04 1.66 1.66 0.00 232.2 4.2229E-04 1.73 1.73 0.00 237.7 4.2215E-04 1.70 1.70 0.00 235.3 3.4793E-04 1.61 1.61 0.00 229.0 2.4238E-04 1.42 1.42 0.00 215.7 1.9410E-04 1.37 1.37 0.00 212.2 3.1217E-04 1.25 1.25 0.00 203.4 1.7927E-04 0.82 0.82 0.00 171.1 2.8975E-04 1.03 1.03 0.00 187.0 2.9567E-04 0.97 0.97 0.00 182.7 3.2595E-04 0.98 0.98 0.00 183.2 3.5666E-04 1.12 1.12 0.00 193.8 3.5420E-04 1.18 1.18 0.00 198.7 3.0617E-04 1.18 1.18 0.00 198.6 2.8605E-04 2.00 2.00 0.00 199.6 2.7881E-04 2.00 2.00 0.00 209.5 2.1921E-04 2.00 2.00 0.00 213.0 1.7475E-04 2.00 2.00 0.00 209.9 1.2697E-04 2.00 2.00 0.00 201.6 9.8837E-05 1.10 1.10 0.00 193.5 1.0091E-04 1.08 1.08 0.00 191.5 1.0678E-04 1.06 1.06 0.00 190.6 1.2824E-04 1.20 1.20 0.00 201.0 1.2189E-04 1.34 1.34 0.00 212.0 1.3144E-04 1.35 1.35 0.00 212.9 1.1700E-04 1.32 1.32 0.00 210.4 1.0651E-04 1.16 1.16 0.00 197.9 1.4141E-04 1.15 1.15 0.00 198.0 1.6869E-04 1.12 1.12 0.00 195.0 3.1605E-04 1.43 1.43 0.00 219.5 3.9142E-04 1.57 1.57 0.00 230.5 3.2038E-04 1.51 1.51 0.00 225.8 2.2721E-04 1.47 1.47 0.00 223.0 2.0679E-04 1.51 1.51 0.00 225.9 2.3527E-04 1.61 1.61 0.00 233.4 3.0308E-04 1.82 1.82 0.00 261.8 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 34.20 34.10 34.30 34.25 34.40 34.36 34.50 34.47 34.70 34.61 34.80 34.74 34.90 34.86 35.10 35.02 35.20 35.15 35.30 35.26 35.50 35.39 35.60 35.53 35.70 35.67 35.90 35.82 36.00 35.94 36.10 36.05 36.20 36.17 36.40 36.30 36.50 36.44 36.60 36.57 36.80 36.70 36.90 36.82 37.00 36.94 37.20 37.08 37.30 37.22 37.40 37.35 37.60 37.48 37.70 37.62 37.80 37.76 38.00 37.91 38.10 38.03 38.30 38.18 38.40 38.34 38.50 38.46 38.60 38.58 38.70 38.68 38.90 38.80 k (m/s)FS50 FS 85 DE (q c1N)cs 3.9860E-04 1.82 1.82 0.00 311.4 3.1132E-04 1.82 1.82 0.00 324.0 2.0382E-04 1.81 1.81 0.00 315.5 2.2527E-04 1.81 1.81 0.00 313.5 1.6733E-04 1.81 1.81 0.00 318.3 1.1051E-04 1.81 1.81 0.00 316.4 8.0767E-05 1.81 1.81 0.00 311.3 7.2316E-05 1.81 1.81 0.00 321.1 7.6687E-05 1.80 1.80 0.00 326.4 8.2399E-05 1.80 1.80 0.00 329.7 9.8440E-05 1.80 1.80 0.00 341.1 9.7671E-05 1.80 1.80 0.00 351.5 1.3371E-04 1.80 1.80 0.00 373.4 2.1780E-04 1.80 1.80 0.00 387.1 5.8336E-04 1.79 1.79 0.00 436.1 1.4380E-03 1.79 1.79 0.00 530.8 3.0950E-03 1.79 1.79 0.00 608.0 4.3118E-03 1.79 1.79 0.00 662.3 1.7905E-03 1.79 1.79 0.00 641.1 2.5109E-03 1.79 1.79 0.00 564.1 6.7887E-04 1.79 1.79 0.00 399.0 2.4442E-04 1.78 1.78 0.00 316.1 1.0121E-04 1.78 1.78 0.00 267.9 3.2225E-05 1.79 1.79 0.00 253.0 1.7753E-05 1.79 1.79 0.00 253.0 1.5237E-05 1.78 1.78 0.00 254.2 1.1802E-05 1.78 1.78 0.00 250.9 7.4877E-06 1.71 1.71 0.00 244.3 5.1183E-06 1.57 1.57 0.00 233.5 4.2475E-06 1.47 1.47 0.00 225.3 4.4775E-06 1.34 1.34 0.00 215.2 4.5473E-06 1.32 1.32 0.00 213.3 8.4240E-06 1.50 1.50 0.00 228.4 1.8720E-05 1.77 1.77 0.00 273.6 2.5915E-05 1.77 1.77 0.00 291.8 2.9229E-05 1.77 1.77 0.00 302.0 2.2647E-05 1.76 1.76 0.00 290.9 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 39.00 38.93 39.10 39.06 39.30 39.21 39.40 39.36 39.50 39.47 39.70 39.60 39.80 39.76 40.00 39.89 40.00 40.00 40.20 40.12 40.30 40.25 40.50 40.41 40.60 40.56 40.80 40.68 40.90 40.84 41.10 40.99 41.20 41.12 41.30 41.26 41.40 41.38 41.60 41.51 41.70 41.64 41.80 41.77 42.00 41.89 42.10 42.02 42.20 42.15 42.30 42.27 42.50 42.41 42.60 42.55 42.70 42.67 42.90 42.82 43.00 42.96 43.20 43.09 43.30 43.22 43.40 43.35 43.50 43.46 43.60 43.57 43.80 43.70 k (m/s)FS50 FS 85 DE (q c1N)cs 1.7178E-05 1.76 1.76 0.00 275.5 1.4614E-05 1.77 1.77 0.00 265.7 1.6113E-05 1.77 1.77 0.00 257.6 1.1432E-05 1.77 1.77 0.00 252.4 6.6468E-06 1.72 1.72 0.00 246.7 2.5124E-06 1.47 1.47 0.00 226.3 1.5122E-06 1.40 1.40 0.00 220.9 1.8536E-06 1.41 1.41 0.00 221.6 2.3287E-06 1.46 1.46 0.00 225.5 3.7049E-06 1.48 1.48 0.00 227.1 3.9693E-06 1.35 1.35 0.00 216.4 3.7375E-06 1.09 1.09 0.00 195.9 4.1973E-06 0.88 0.88 0.00 179.2 4.0055E-06 0.81 0.81 0.00 173.2 3.1200E-06 0.79 0.79 0.00 172.2 2.7357E-06 0.80 0.80 0.00 172.5 2.5288E-06 0.82 0.82 0.00 174.0 2.0826E-06 0.86 0.86 0.00 177.5 1.7566E-06 0.91 0.91 0.00 181.1 1.7101E-06 0.91 0.91 0.00 181.4 1.7923E-06 0.92 0.92 0.00 182.5 1.6227E-06 0.92 0.92 0.00 182.5 1.6967E-06 0.85 0.85 0.00 177.0 2.2052E-06 0.73 0.73 0.00 166.9 2.2678E-06 0.82 0.82 0.00 174.5 2.1642E-06 0.85 0.85 0.00 176.6 2.5131E-06 0.93 0.93 0.00 183.2 2.6643E-06 1.03 1.03 0.00 191.0 2.5897E-06 1.13 1.13 0.00 199.2 3.4802E-06 1.17 1.17 0.00 202.8 3.2378E-06 1.14 1.14 0.00 199.9 2.5818E-06 1.13 1.13 0.00 199.5 2.6762E-06 1.23 1.23 0.00 207.6 3.7917E-06 1.29 1.29 0.00 212.6 5.6272E-06 1.31 1.31 0.00 214.6 8.1193E-06 1.62 1.62 0.00 240.4 3.2224E-06 1.68 1.68 0.00 244.6 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM CPT Data Interpretation Liquefaction: Robertson Wride (1998) Settl.: [dry] Yi (2010); [sat] Zhang et al (2002) Z b(ft)Zm(ft) 43.90 43.84 44.00 43.98 44.20 44.11 44.30 44.25 44.40 44.38 44.60 44.52 44.70 44.64 44.80 44.77 45.00 44.90 45.10 45.03 45.30 45.19 45.40 45.35 45.50 45.45 45.70 45.57 45.80 45.71 45.90 45.82 46.00 45.94 46.20 46.09 46.30 46.22 46.40 46.34 46.50 46.47 46.70 46.60 46.80 46.74 47.00 46.88 47.10 47.02 47.20 47.15 47.30 47.28 47.50 47.40 47.60 47.52 47.70 47.65 47.90 47.80 k (m/s)FS50 FS 85 DE (q c1N)cs 8.3229E-06 1.74 1.74 0.00 269.6 8.3249E-06 1.74 1.74 0.00 260.6 6.8670E-06 1.67 1.67 0.00 244.4 5.2362E-06 1.56 1.56 0.00 234.7 4.4423E-06 1.59 1.59 0.00 237.3 6.1927E-06 1.74 1.74 0.00 256.9 8.2324E-06 1.73 1.73 0.00 274.4 9.6609E-06 1.73 1.73 0.00 287.6 1.0854E-05 1.72 1.72 0.00 293.5 1.3414E-05 1.72 1.72 0.00 290.2 1.5278E-05 1.72 1.72 0.00 288.7 1.1978E-05 1.72 1.72 0.00 296.7 7.9458E-06 1.72 1.72 0.00 287.2 8.0482E-06 1.73 1.73 0.00 279.3 8.3026E-06 1.73 1.73 0.00 269.9 9.3317E-06 1.73 1.73 0.00 262.2 9.0429E-06 1.73 1.73 0.00 260.1 8.4129E-06 1.73 1.73 0.00 264.6 9.6122E-06 1.73 1.73 0.00 275.4 9.1590E-06 1.72 1.72 0.00 280.9 8.7028E-06 1.72 1.72 0.00 283.6 1.3060E-05 1.72 1.72 0.00 272.5 1.1859E-05 1.72 1.72 0.00 277.7 6.9662E-06 1.72 1.72 0.00 275.8 6.3655E-06 1.72 1.72 0.00 278.0 6.2161E-06 1.72 1.72 0.00 275.4 5.1174E-06 1.73 1.73 0.00 269.4 4.5650E-06 1.73 1.73 0.00 260.0 4.3655E-06 1.74 1.74 0.00 254.1 3.8906E-06 1.73 1.73 0.00 257.4 2.9265E-06 1.74 1.74 0.00 258.7 GeoSuite© Version 3.1.0.1. Developed by Fred Yi, PhD, PE, GE, F. ASCE Copyright© 2002 - 2022 GeoAdvanced®. All rights reserved _Commercial Copy Prepared at 5/3/2022 11:34:25 PM R McCarthy Consulting, Inc. 23 Corporate Plaza, Suite 150 Newport Beach, CA 92660 Phone 949-629-2539 APPENDIX F SEISMICITY DATA ASCE 7 Hazards Report Address: 6302 W Coast Hwy Newport Beach, California 92663 Standard:ASCE/SEI 7-16 Risk Category:II Soil Class:D - Default (see Section 11.4.3) Elevation:11.26 ft (NAVD 88) Latitude: Longitude: 33.626939 -117.949494 Page 1 of 3https://asce7hazardtool.online/Thu May 05 2022 SS : 1.394 S1 : 0.499 Fa : 1.2 Fv : N/A SMS : 1.673 SM1 : N/A SDS : 1.115 SD1 : N/A TL : 8 PGA : 0.609 PGA M : 0.731 FPGA : 1.2 Ie : 1 Cv : 1.379 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Thu May 05 2022 Page 2 of 3https://asce7hazardtool.online/Thu May 05 2022 Additional Calculations: SM1 =(FV)(S1) Fv = 1.801 for S1 = 0.499 g per Table 1613A.2.3(2) Therefore, SM1 = (1.801)(.499) = 0.899 g SD1 = (2/3)(SM1) = (2/3)(0.899) = 0.599 g The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. Page 3 of 3https://asce7hazardtool.online/Thu May 05 2022