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- W2517204411 abstract "In limit equilibrium methods (LEM), all methods employ the same definition of the safety factor as a ratio of the shear strength of the soil to the shear stress required for equilibrium, employing certain assumptions with regard to equilibrium. Also, in the conventional finite element methods of analysis, the minimum safety factor is obtained assuming certain slip surfaces after the stress states are found. Although the stress states are obtained from the finite element method (FEM), the slope stability analysis follows the conventional method that assumes a potential slip surface. In this study, a FEM slope stability analysis is developed to locate the slip surface by tracking the weakest elements in the slope based on the local safety factor considering the magnitude and direction of the shear stress. It has also been applied to compare with the slip surfaces predicted by LEM methods. A computer program has been developed to draw contour lines of the local safety factors automatically. This method is illustrated through a simple hypothetical slope, a natural soil slope, and a dam slope. The developed method is compared very weel with the conventional methods, with slightly lower low global safety factors." @default.
- W2517204411 created "2016-09-16" @default.
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- W2517204411 date "1999-01-01" @default.
- W2517204411 modified "2023-09-23" @default.
- W2517204411 title "Determination of Critical Slip Surface Using Finite Element Method" @default.
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