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- W3148742464 abstract "A method of three-dimensional loaded slope stability for anisotropic and nonhomogeneous slopes was presented based on the upper-bound theorem of the limit analysis approach. The approach can be considered as a modification and extension of the solutions. The influences of friction angle, anisotropy factor, nonhomogeneous factor, slope angle, ratio of width to depth, and load on the slope crest were investigated. The results show that solutions are suitable to deal with the purely cohesive soils and frictional/cohesive soils, isotropic and anisotropic, homogeneous and nonhomogeneous, loaded and unloaded cases." @default.
- W3148742464 created "2021-04-13" @default.
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- W3148742464 date "2014-01-01" @default.
- W3148742464 modified "2023-09-28" @default.
- W3148742464 title "Three-dimensional stability analysis of anisotropic and non-homogeneous slopes using limit analysis" @default.
- W3148742464 hasPublicationYear "2014" @default.
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