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- W2392959319 abstract "Combined with practical work,the limit equilibrium method and strength reduction FEM of pseudo-static method are applied to analyzing the stability of slope under earthquake,and the calculating principle and yield criterion etc.of this method are discussed.On the basis of obtaining the safety factors of slope by using the limit equilibrium method and strength reduction FEM,the safety stability of slope is evaluated.And the safety factors obtained by the both methods are compared.The results show that the pseudo-static method is available in earthquake stability analysis of slope." @default.
- W2392959319 created "2016-06-24" @default.
- W2392959319 creator A5048797152 @default.
- W2392959319 date "2012-01-01" @default.
- W2392959319 modified "2023-09-26" @default.
- W2392959319 title "Earthquake Stability Analysis of Slope Based on Pseudo-static Method" @default.
- W2392959319 hasPublicationYear "2012" @default.
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