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287 APPENDIX E-5 Port Island Site Site Response in the 1995 M 6.9 Hyogoken–Nanbu Earthquake General This Appendix presents results of numerical modeling of the response of the Port Island site in the 1995 M 6.9 Hyogoken–Nanbu earthquake. The site is representative of a deep soft soil profile site that liquefied in the past.
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288 Table E-2. Hygoken-Nanbu Earthquake – Event and Strong Motion Parameters at the Site.
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289 The fill dumped from barges (mostly sand with cobbles and gravel) liquified in the 1995 M 6.9 Hyogoken–Nanbu earthquake.
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290 (a) Reclaimed Land ("Mesa Soil")
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291 (a) Program 2 (MKZ)
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292 (a) Program 1 (S-I)
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293 (c) Program 3 (UBCSAND)
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294 Results - Response within Soil Profile Figure E-8 shows selected results of the TSA in a profile view. Input PGA (recorded at approximately 16 m b.g.s.)
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295 Figure E-9 shows selected results of TSA presented in the form of stress-strain. Calculations are for depth of 11.7 m b.g.s., i.e., the approximate depth of the largest shear strain within the critical layer (see Figure E-8)
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296 (c) Peak Shear Strain (d)
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297 (b) Figure E-11.
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298 (g) Inferred from Recordings Figure E-12.
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299 APPENDIX E-5 Attachment Site Response Model of the Port Island Site Layer No. Soil Type Thickness (m)
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300 Parameters and Coefficients of the MKZ Model (Program 2) Layer No.
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301 Parameters and Coefficients of the LE-MC Model (Program 3) Layer No.
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302 Parameters and Coefficients of the UBCSAND Model (Program 3) Layer No.
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303 Parameters and Coefficients of the UCSDSAND3 Model (Program 3) Layer No.
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304 Parameters and Coefficients of the UCSDSAND3 Model (Program 4) Layer No.
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