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- W2327282551 abstract "直接基礎に摩擦杭を併用したパイルド・ラフト基礎の沈下挙動に関する解析法は, その多くが地盤を基礎構造物に外力を及ぼすものと捉え, 基礎構造物自身を解くものである. 本論文では, 土骨格の変位場に制約条件を設定してパイルド・ラフト基礎の働きを表現し, 水～土連成場で地盤に関する力のつり合い式を解く. これによりパイルド・ラフト基礎が設置された弾塑性地盤の圧密沈下特性と荷重伝達機構を調べ, 以下の点が明らかになった. (1) 上載荷重を杭先端以深の地盤の深部に伝達することで沈下量を低減できる. (2) 地盤の透水係数によらず沈下量を低減できる. (3) 偏荷重による不同沈下量の低減には有効であるが, 杭先端が傾斜した基盤部付近まで達するような場合は, 不同沈下量の低減に効果がない場合がある." @default.
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- W2327282551 date "2000-09-21" @default.
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- W2327282551 title "SOIL-WATER COUPLED ELASTO-PLASTIC DEFORMATION ANALYSIS OF THE GROUND WITH PILED RAFT" @default.
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- W2327282551 doi "https://doi.org/10.2208/jscej.2000.659_113" @default.
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