INFLUENCE OF SOIL INHOMOGENEITY ON RAFT BEHAVIOUR

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概要

• 論文の詳細を見る

• A half-space of elastic material, the Young's modulus of which increases linearly with depth, has been shown, as the degree of inhomogeneity increases, to respond to surface loading more as predicted by Winkler's subgrade reaction theory and less like a homogeneous isotropic elastic material. The present paper discusses the relationships between degree of inhomogeneity and Poisson's ratio and the corresponding bending moments and displacements in rafts. Detailed consideration is given to the variation of maximum bending moment in a uniformly loaded circular raft of any flexibility, variation of differential displacement in a uniformly loaded very flexible circular raft, and displacement of a rigid raft.

• 社団法人地盤工学会の論文
• 1974-03-15

著者

• Brown P.t.

  Dept. Of Civil Engineering University Of Sydney

関連論文

• THE BEHAVIOUR OF UNIFORMLY LOADED PILED STRIP FOOTINGS
• INFLUENCE OF SOIL INHOMOGENEITY ON RAFT BEHAVIOUR

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