EARTHQUAKE-INDUCED SLOPE FAILURE IN NONHOMOGENEOUS, ANISOTROPIC SOILS

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概要

• 論文の詳細を見る

• The upper bound technique of limit analysis of perfect plasticity is applied to evaluate the stability of slopes induced by earthquake load. The analysis considers the following three cases : (1) homogeneous and isotropic slope, (2) homogeneous but anisotropic slope, and (3) nonhomogeneous and anisotropic slope.The computer models developed are based on the following conditions : (1) Plane strain, (2) plane and log-spiral failure surfaces, (3) pseudo-static earthquake loading, (4) uniform horizontal distribution of lateral acceleration, and (5) Coulomb criterion for failure with variable c but constant φ.

• 社団法人地盤工学会の論文
• 1983-06-15

著者

• 澤田 知之

  Civil Engineering Tomakomai Technical College

• Chen W.f.

  Structural Engineering Purdue University

• Chen Wai

  Structural Engineering, Purdue University

関連論文

• EARTHQUAKE-INDUCED SLOPE FAILURE IN NONHOMOGENEOUS, ANISOTROPIC SOILS
• GENERALIZED LIMIT EQUILIBRIUM METHOD AND ITS RELATION TO SLIP LINE METHOD

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