Abstract: Presented is a method of three-dimensional slope stability analysis for homogeneous and nonhomogeneous symmetrical slopes based on the upper-bound theorem of the limit analysis approach. A rigid-block translational toe, ...

Abstract: A two-phase model is introduced that simulates the nonlinear dynamic behavior of a reinforced soil wall, incorporating a generalized plasticity soil model and an elastic perfectly plastic inclusion model. The two-phase ...

Abstract: The paper presents the formulation of a two-phase system applied for reinforced soil media, which accounts for nonlinear behavior of matrix phase. In a two-phase material, the soil and inclusion are treated as two individual ...

Abstract: A method of three-dimensional slope stability analysis for convex slopes in plan view is presented here based on the upper-bound theorem of the limit analysis approach. The method can also be used to determine the bearing ...