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- W2385035190 abstract "Based on GeoStudio finite element software,the influence of horizontal earthquake load on slope stability is analyzed.Depending on quasi-static method and the stress and deformation of Mohr-Coulomb ideal elastic-plastic model under horizontal earthquake load,the stability of a soil slope is analyzed using slope/w rigid body ultimate equilibrium program combined with sigma/w finite element program,where the serrated sliding surface composed by rectangular finite element mesh boundary substituted for traditional arc sliding surface.It is shown that the calculation results are close using these two methods.Under the same conditions,safety factor calculated using finite element method is slightly more than that using rigid body ultimate equilibrium method." @default.
- W2385035190 created "2016-06-24" @default.
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- W2385035190 date "2011-01-01" @default.
- W2385035190 modified "2023-09-26" @default.
- W2385035190 title "Analysis on Soil Slope Stability under Horizontal Earthquake Load Based on Finite Element" @default.
- W2385035190 hasPublicationYear "2011" @default.
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