A meshed kinematical approach for 3D slope stability analysis

The limit analysis method has been extensively recognized as an efficient tool for a quick estimate of slope stability. Its common practice is to divide the potential failure domain into one or more standard geometric shapes such as the slice method or horn failure mechanism. However, these methods...

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Veröffentlicht in:	International journal for numerical and analytical methods in geomechanics 2022-10, Vol.46 (15), p.2913-2930
Hauptverfasser:	Li, Tianzheng, Gong, Wenping, Tang, Huiming, Zhang, Limin
Format:	Artikel
Sprache:	eng
Schlagworte:	Analysis Boundary conditions Computation Discretization Failure analysis Failure mechanisms Hydrostatic pressure Internal friction Limit analysis Mathematical models meshed kinematical approach Methods multi‐layer soils Numerical methods Pore pressure Pore water Pore water pressure safety factor Slice method Slope stability Soil properties Soils Stability analysis Water pressure
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