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495/I-28†
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1994”N
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7ŒŽ
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JOURNAL OF STRUCTURAL MECHANICS AND EARTHQUAKE ENGINEERING
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Akira OTSUKI, Kiyoshi FUKUTAKE, Satoshi FUJIKAWA, Masayoshi SATO@
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Three Dimensional Effective Analysis for Evaluating Response of Group Pile Foundation under Liquefaction.
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Verification of a three dimensional effective stress analysis is discussed through comparisons of results of the shaking table test for a one-story structure supported on group piles through a saturated sandy deposit. The proposed method can well represent the observed nonlinear response of the satu
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liquefaction, three dimensional effective stress analysis, group pile foundation, multi-shaking direction
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