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- W2380911264 abstract "With an aim at the dynamic centrifuge test on slope with saturated sand subgrade,the seismic responses of slope on liquefiable soil are studied using the nonlinear coupled finite element method.Also,this paper mainly analyzes the effect of occurrence of foundation liquefaction upon the laws of slope acceleration,deformation and stability.The results indicate that the pore pressure within the level foundation prior to the slope increases smaller while the pore pressure within the foundation below the slope increases larger;the liquefaction of saturated foundation results in the larger displacement at the slope toe and crest;the slope sharp deformation caused by the saturated foundation and slope toe liquefaction can have the great impact upon the slope stability.Accordingly,liquefaction is the main cause to result in the slope to lose its stability." @default.
- W2380911264 created "2016-06-24" @default.
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- W2380911264 date "2009-01-01" @default.
- W2380911264 modified "2023-09-23" @default.
- W2380911264 title "An Analysis of Dynamic Coupled Consolidation of Slope on Liquefiable Soil" @default.
- W2380911264 hasPublicationYear "2009" @default.
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