前面地盤のせん断変形を考慮した剛体基礎の水平抵抗解析に関する研究

概要

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In the previous paper, authors proposed a method of analysis of horizontal resistance to the foundation structure considering the shear deformation estimated by the shear modulus of the front ground. In this paper, we expand the proposed method into three-layer ground considering the intensities of vertical subgrade reaction and shear subgrade reaction to the base which are employed in practical design. As a result, the proposed method can be applied to the practice based on the investigation of in situ horizontal loading test results by the caisson type piles.
東海大学の論文