A three‐dimensional rigorous method for stability analysis of landslides

Abstract In the stability analysis of landslides based on limit equilibrium methods, the “rigorous” methods that satisfy complete equilibrium conditions are more reliable and are preferred. For two‐dimensional analyses, the rigorous methods of slices are becoming mature in both theory and practice. However, the attempts to realize their three‐dimensional rigorous counterparts have not yet been realized. Introducing the Morgenstern–Price (M‐P) assumption on the internal forces of the slip body, this study presents the three‐dimensional version of the M‐P method, which is rigorous and applicable to failure surfaces of complex shape. In the formulation, meanwhile, the volume integrals over the slip body are transformed into the boundary integrals, rendering column‐partitioning unnecessary. The methodology developed in this study can be utilized to extend those two‐dimensional rigorous methods of slices to their three‐dimensional rigorous versions.

[1]  Muhsiung Chang A 3D slope stability analysis method assuming parallel lines of intersection and differential straining of block contacts , 2002 .

[2]  P. M. Byrne,et al.  Evaluation of a three-dimensional method of slope stability analysis , 1989 .

[3]  Antonio Gens,et al.  Three-dimensional analysis of slides in cohesive soils , 1988 .

[4]  R. Baker,et al.  Three dimensional analysis of slope stability , 1985 .

[5]  Chicgoua Noubactep,et al.  A multi-method approach to study the stability of natural slopes and landslide susceptibility mapping , 2006 .

[6]  Guanhua Sun,et al.  A three-dimensional procedure for evaluating the stability of gravity dams against deep slide in the foundation ☆ , 2011 .

[7]  D. V. Griffiths,et al.  Three-dimensional slope stability analysis by elasto-plastic finite elements , 2007 .

[8]  Randall W. Jibson,et al.  Methods for assessing the stability of slopes during earthquakes—A retrospective , 2011 .

[9]  Hong Zheng,et al.  Improved Bell's method for the stability analysis of slopes , 2009 .

[10]  Y. M. Cheng,et al.  Three-Dimensional Asymmetrical Slope Stability Analysis Extension of Bishop’s, Janbu’s, and Morgenstern — Price’s Techniques , 2007 .

[11]  E. Hoek,et al.  Rock slope engineering , 1974 .

[12]  Michael T. Heath,et al.  Scientific Computing: An Introductory Survey , 1996 .

[13]  Hong Zheng,et al.  Eigenvalue Problem from the Stability Analysis of Slopes , 2009 .

[14]  Hisham T. Eid,et al.  Two- and three-dimensional analyses of translational slides in soils with nonlinear failure envelopes , 2010 .

[15]  C. F. Lee,et al.  Explicit limit equilibrium solution for slope stability , 2002 .

[16]  Ching-Chuan Huang,et al.  Generalized Three-Dimensional Slope-Stability Analysis , 1992 .

[17]  Zhang Xing,et al.  THREE-DIMENSIONAL STABILITY ANALYSIS OF CONCAVE SLOPES IN PLAN VIEW , 1988 .

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

[19]  Hisham T. Eid,et al.  PERFORMANCE OF THREE-DIMENSIONAL SLOPE STABILITY METHODS IN PRACTICE , 1998 .

[20]  A S Azzouz,et al.  THREE-DIMENSIONAL STABILITY OF SLOPES , 1978 .

[21]  N. Morgenstern,et al.  The analysis of the stability of general slip surfaces , 1965 .

[22]  Ching-Chuan Huang,et al.  New Method for 3D and Asymmetrical Slope Stability Analysis , 2000 .

[23]  James M. Bell,et al.  General Slope Stability Analysis , 1968 .

[24]  D. Fredlund,et al.  Comparison of slope stability methods of analysis , 1977 .

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

[26]  L. Lam,et al.  A general limit equilibrium model for three-dimensional slope stability analysis: ~e~l~' , 1993 .

[27]  Y. J. Wang,et al.  The Three-Dimensional Slope Stability Analysis: Recent Advances and a Forward Look , 2006 .