シートパイルとフーチングを組み合わせたシートパイル基礎の提案

概要

論文の詳細を見る
Taking into account both needs of foundation demanded from owners and problems of existing foundations, this paper proposes a new foundation, which is Sheet-Pile Foundation combining a footing with sheet-piles. A shallow foundation and Sheet-Pile foundation are modeled by frames supported with springs, which have relationships between subgrade reaction and displacement Laterally loaded foundation behaviors are compared by the model It is clear that laterally resistance of Sheet-Pile Foundation is larger than that of shallow foundation.
社団法人地盤工学会の論文
2003-11-01