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- W2323730014 abstract "杭基礎の耐震設計には, 杭体と地盤の動的相互作用の評価は不可欠である. 本研究では, 大型せん断土槽を用いて実物大鋼管杭の振動台実験の実施により, 大地震の際の軟弱地盤中の杭基礎の挙動と杭基礎―地盤の動的相互作用について検討した. 強い動的荷重を受けた地盤と杭基礎のp～y関係の考察から, 地震動の振動数範囲においては地盤反力の弾性係数は振動数の依存性が小さいこと, 地盤反力の減衰力は振動数に依存しない非粘性減衰の特徴を持っていること, これらの係数は地盤振動レベルまたは杭の深さ方向によって変化することなどが明らかになった. さらに, 上部構造物の慣性力が大きな場合, 地表近傍において前杭と後杭の地盤反力係数および極限地盤反力に差が生じることも分かった. さらに, 自立性のある緩い地盤では地盤と杭の間に隙間が生じることが確認された." @default.
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- W2323730014 date "2000-10-21" @default.
- W2323730014 modified "2023-09-25" @default.
- W2323730014 title "EXPERIMENTAL STUDY ON DYNAMIC INTERACTION OF PILE FOUNDATION AND SOIL USING MOCKUP MODEL" @default.
- W2323730014 doi "https://doi.org/10.2208/jscej.2000.661_57" @default.
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