On the Assessment of Failure in Slope Stability Analysis by the Finite Element Method

[1]  Sunil Sharma,et al.  SLOPE STABILITY AND STABILIZATION METHODS , 1996 .

[2]  D. V. Griffiths,et al.  SLOPE STABILITY ANALYSIS BY FINITE ELEMENTS , 1999 .

[3]  M. Crisfield.  A FAST INCREMENTAL/ITERATIVE SOLUTION PROCEDURE THAT HANDLES "SNAP-THROUGH" , 1981 .

[4]  Chunguang Li,et al.  Slope stability analysis based on elasto‐plastic finite element method , 2005 .

[5]  Hong Zheng,et al.  Principle of analysis of brittle-plastic rock mass , 2005 .

[6]  Scott W. Sloan,et al.  Substepping schemes for the numerical integration of elastoplastic stress–strain relations , 1987 .

[7]  M. Ortiz,et al.  A finite element method for localized failure analysis , 1987 .

[8]  J. Z. Zhu,et al.  The finite element method , 1977 .

[9]  D. J. Naylor,et al.  Safety analysis using finite elements , 1998 .

[10]  Felix S. Wong,et al.  Uncertainties in FE modeling of slope stability , 1984 .

[11]  D. V. Griffiths,et al.  Analysis of the Progression of Failure of Earth Slopes by Finite Elements , 2000 .

[12]  J. M. Duncan.  State of the Art: Limit Equilibrium and Finite-Element Analysis of Slopes , 1996 .

[13]  Dov Leshchinsky,et al.  THREE-DIMENSIONAL LIMIT EQUILIBRIUM AND FINITE ELEMENT ANALYSES : A COMPARISON OF RESULTS , 1995 .

[14]  Tamotsu Matsui,et al.  Finite element slope stability analysis by shear strength reduction technique , 1992 .

[15]  J. Y. Kim,et al.  An improved search strategy for the critical slip surface using finite element stress fields , 1997 .

[16]  Hong Zheng,et al.  On two definitions of the factor of safety commonly used in the finite element slope stability analysis , 2006 .

[17]  Wai-Fah Chen,et al.  Elastic-plastic large deformation analysis of soil slopes , 1978 .

[18]  Cv Clemens Verhoosel,et al.  Non-Linear Finite Element Analysis of Solids and Structures , 1991 .

[19]  David J. Williams,et al.  Search for critical slip surfaces based on finite element method , 1995 .

[20]  A. Drescher,et al.  Slope stability analysis by strength reduction , 1999 .

[21]  Tg Davies,et al.  Three-dimensional elasto-plastic analysis via the boundary element method , 2006 .

[22]  Hong Zheng,et al.  Displacement‐controlled method and its applications to material non‐linearity , 2005 .

[23]  Wai-Fah Chen.  Limit Analysis and Soil Plasticity , 1975 .

[24]  Kwang-Ho You,et al.  Strength-Reduction Stability Analysis of Rock Slopes Using the Hoek-Brown Failure Criterion , 2000 .