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- W2384922906 abstract "At present,theories and calculation methods of 2D slope stability analysis tend to be perfect.However,as far as 3D characteristics of actual landslide are concerned,research on using 3D slope analysis will be the tendency of future development.Nowadays,its analysis method mainly focuses on Rigid Body Limit Equilibrium and Finite Element Strength Reduction,but in this way,the lateral friction paralleling to the sliding direction is neglected and the 3D anti-sliding characteristics of slopes are not fully taken into consideration.Based on this background,we analyze soil slope by using 3D Finite Element Slip Surface Stress method to solve the problem,which avoids the shortcomings of solving too many equations that acquired in 3D column method and the unclear mechanical concept of strength reduction.Hypothesizing that slide interface are rotating ellipsoids for homogeneous soil slope and combined slide interfaces for inhomogeneous soil slope,through quadric surface stress conversion,traditional definition of safety coefficient and optimizing technique,we find out the most dangerous slide interface of the soil slope and finally prove the reliability of 3D finite element method with practical examples in the study of slope stability analysis." @default.
- W2384922906 created "2016-06-24" @default.
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- W2384922906 date "2011-01-01" @default.
- W2384922906 modified "2023-09-24" @default.
- W2384922906 title "Analysis on 3D slope stability considering lateral friction boundary" @default.
- W2384922906 hasPublicationYear "2011" @default.
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