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- W2330309984 abstract "本研究では, 砂地盤中の単杭の水平地盤反力-変位関係 (p-y関係) を求めることを目的として, それぞれの深さにおいて杭に作用する地盤反力並びに水平変位を直接計測できる分割杭を開発し, これを用いた遠心模型実験により, 非常に小さな変位から杭径の50%以上の変位までのp-y関係を求めた. パラメータとして遠心加速度nすなわち, 杭の原型寸法を変化させ, これが深さ方向のp-y関係, 特に初期地盤反力係数khおよび極限地盤反力pmaxに与える影響について詳細に調べた. さらに, 単杭の杭頭水平載荷実験を実施し, これより得られた結果と分割杭の実験より得られたp-y関係を用いたシミュレーションとの比較を行った." @default.
- W2330309984 created "2016-06-24" @default.
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- W2330309984 date "1999-09-21" @default.
- W2330309984 modified "2023-09-25" @default.
- W2330309984 title "DIRECT MEASUREMENT P-Y CURVES OF SINGLE PILE IN SANDY GROUND USING CENTRIFUGE MODEL TEST" @default.
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- W2330309984 doi "https://doi.org/10.2208/jscej.1999.631_355" @default.
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