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- W2331503668 abstract "一般に砂礫地盤は, 砂地盤に比べて地震時液状化が生じにくいと考えられている. ところが, 最近では地震後の被害調査や考古学的な発掘調査の際に砂礫の液状化事例がいくつか発見されている. 本研究では過去に大きな地震動により砂礫地盤に生じた最大せん断応力比と砂礫地盤の貫入抵抗値の関係を求め, 液状化発生条件を調べた. その結果, 最大せん断応力比が大きいほど, また貫入抵抗値が小さいほど, 液状化が発生しやすいことがわかった. 更に, ゆるい砂礫地盤の液状化・非液状化の境界は, 従来から提案されている砂礫地盤の液状化強度評価式による計算結果とほぼ一致していることがわかった." @default.
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- W2331503668 date "2000-12-21" @default.
- W2331503668 modified "2023-09-25" @default.
- W2331503668 title "EVALUATION OF LIQUEFACTION POTENTIAL OF GRAVELLY SOIL LAYER BASED ON FIELD PERFORMANCE DATA" @default.
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- W2331503668 doi "https://doi.org/10.2208/jscej.2000.666_55" @default.
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