BEARING CAPACITY OF FOOTINGS ON CLAYS

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概要

• 論文の詳細を見る

• Natural clay deposits exhibit nonhomogeneity and anisotropy in shear strength to a considerable degree. In order to take these into account, an analysis is presented herein for the ultimate bearing capacity of strip footings on two-layered purely cohesive soil, wherein the undrained cohesion is anisotropic and varies linearly with depth, in each layer. Values of the bearing capacity factor N_c, are presented for the case of a single layer of clay in which the undrained cohesion decreases linearly with depth in the upper region and thereafter increases linearly with depth, simulating the case of clays subjected to lowering of water table and consequent desiccation.

• 社団法人地盤工学会の論文

著者

• Srinivasan R.j.

  Department Of Civil And Hydraulic Engineering Indian Institute Of Science

• Siva Reddy

  Department Of Civil And Hydraulic Engineering Indian Institute Of Science

関連論文

• ANALYSIS OF AN AXIALLY AND LATERALLY LOADED TAPERED PILE IN SAND
• BEARING CAPACITY OF FOOTINGS ON CLAYS

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