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- W2067245062 abstract "パイルドラフトを弾性体とし, 飽和自然堆積地盤を水～土2相系の弾塑性体として, 両者の相互作用を考慮した3次元有限変形解析を実施し, 荷重伝達メカニズムに着目しながら, 基礎形式 (杭長・杭配置)・ラフト剛性・上載荷重が, 沈下量低減と杭の荷重分担率に及ぼす影響を調べた. 杭が長い場合ほど高拘束で低圧縮性の地盤深部に荷重が伝達され, また杭が外側に均等配置された場合ほど地盤から受ける杭の摩擦抵抗が大きくなるため沈下抑制により効果的であるが, 杭の荷重分担率が大きくなる. 逆にラフトへの荷重分担を期待する場合は, ラフトのたわみ (不同沈下量) が同時に大きくなるため注意を要する. また, 杭先端部周辺土では構造の乱れに伴いせん断ひずみが局所的に発生する場合があることも示した." @default.
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- W2067245062 date "2005-01-01" @default.
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- W2067245062 title "DEFORMATION ANALYSES OF PILED RAFT FOUNDATION IN TERMS OF SETTLEMENT REDUCTION AND LOAD SHARING RATIO" @default.
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