Seismic Site Response Analysis with Pore Water Pressure Generation: Resources for Evaluation (2024) / Chapter Skim
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Pages 17-38

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From page 17...
... 17 APPENDIX A-3 Case Histories General The following types of case histories are of special value for engineers: (i) strong ground shaking (i.e., PGA > 0.4 g)
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... 18 4. Recorded pore water pressure time history(ies)
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... 19 6 ANAS - 1989 M 6.9 Loma Prieta Eq. Alameda Naval Air Station (ANAS)
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... 20 25 Christchurch city, New Zealand, 2010 M 7.1 Canterbury Earthquake, 2011 M 6.2 Christchurch earthquake Well-known soil liquefaction case history. Several sites liquefied in both 2010 M 7.1 Canterbury earthquake and 2011 M 6.2 Christchurch earthquake.
From page 21...
... 21 one-dimensional field conditions) 2 and would thus not provide a reliable validation basis for study goals.
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... 22 4 RPI 1. PBA: from 0.08 to 0.3 (prototype scale)
From page 27...
... 27 Table A-4. Candidate Shake Table Case Histories (Free Field Conditions and Laminar Box)
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... 28 6 Bucket Foundation 1. Level Ground: No 2.
From page 29...
... 29 11 TCH1 1. Level Ground: Yes 2.
From page 30...
... 30 12. Advanced level material properties: NO Wildlife Liquefaction Array Site – Re- instrumented at a site nearby, 20012 Hovley Earthquake 1.
From page 31...
... 31 Owi Island, 1985 ChibaIbaragi Earthquake 1. M 6.2 (Subduction Event)
From page 32...
... 32 WLA Site – Superstition Hills M 6.6 Earthquake In-Hole (0.17 g)
From page 33...
... 33 Cubrinovski, M., Rhodes, A., Ntritsos, N and Van Ballegooy, S
From page 34...
... 34 Sitar N
From page 35...
... 35 strain interpretation. Journal of Geotechnical and Geoenvironmental Engineering, 139(8)
From page 36...
... 36 El-Sekelly, W., Abdoun, T., and Dobry, R
From page 37...
... 37 Chang, B J., and Hutchinson, T
From page 38...
... 38 Meneses, J., Hamada, M Kurita, M., and A

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