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- W1999328486 abstract "An strength reduction technique combined with elasto-plastic Finite Element Method (FEM)is applied in the analysis of slope stability in this paper .The authors present a well-defined total equivalent plastic strain (TEPS) zone as the failure criterion when it running through the bottom to the top of a slope. Based on non-linear FEM and computed displacement technique, the result of elasto-plastic FEM analysis could be displayed, which makes the conception of slope failure more clear. Moreover, according to TEPS zone , the position of sliding face and the safety coefficient also can be obtained . The calculated result of the example proves the presented method is more effective in analyzing the stability of slope, which offers a new thinking for the analysis of slope stability, and can be wildly applied to slope engineering practices." @default.
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- W1999328486 date "2007-08-01" @default.
- W1999328486 modified "2023-09-26" @default.
- W1999328486 title "Slope Stability Analysis by Strength Reduction Elasto-Plastic FEM" @default.
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- W1999328486 doi "https://doi.org/10.4028/www.scientific.net/kem.345-346.625" @default.
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