Seismic Site Response Analysis with Pore Water Pressure Generation: Resources for Evaluation (2024) / Chapter Skim
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Pages 234-246

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... 234 APPENDIX E-2 Wildlife Liquefaction Array Site Site Response in the 1987 M 6.6 Superstition Hills Earthquake General This Appendix presents results of numerical modeling of the response of the Wildlife Liquefaction Array (WLA) site in the 1987 M 6.6 Superstition Hills earthquake.
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... 235 Table E-2. Key Parameters of Input Motion.
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... 236 Figure E-2. Acceleration Response Spectra in the 1987 M 6.6 Superstition Hills Earthquake: (a)
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... 238 SRA Model Development The site response analysis model of the WLA site is presented in Figure E-4. It includes idealized soil stratification, groundwater elevation, and an interpreted shear wave velocity profile ("blue" line; corresponds to layering as input in the SRA model)
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... 239 (c) Program 4 (PM4SAND)
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... 240 (c) Program 3 (LE-MC)
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... 241 (c) Program 3 (UBCSAND)
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... 242 At the WLA site, the "critical" layer is confined by two low-hydraulic conductivity layers ("clay" and "lean clay" layers; see Figure E-4)
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... 243 (c) Peak Shear Strain Figure E-8.
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... 244 (ru)
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... 245 Figure E-11 shows select results of ESA as history of ru buildup. The recorded acceleration history is shown for reference.
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... 246 (a) Program 2 (MKZ)

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