A three-dimensional slope stability analysis method using the upper bound theorem Part I: Theory and methods

International Journal of Rock Mechanics and Mining Sciences

Volumn 38, Issue 3, 2001, Pages 369-378

  Chen, Zuyu ^a   Wang, Xiaogang ^b   Haberfield, C ^c   Yin, Jian Hua ^d   Wang, Yujie ^d  

^a TSINGHUA UNIVERSITY   (China)

^b CHINA INSTITUTE OF WATER RESOURCES AND HYDROPOWER RESEARCH   (China)

^c Department of Civil Engineering ^*  (Australia)

^d HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Limit analysis; Slope stability analysis; Three dimensional analysis; Upper bound theorem

Indexed keywords

MATHEMATICAL MODELS; OPTIMIZATION; PLASTICITY; ROCK MECHANICS;

EQUILLIBRIUM; SLOPE STABILITY ANALYSIS;

SLOPE STABILITY;

MODELING; SLOPE STABILITY;

EID: 0035300885     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1365-1609(01)00012-0     Document Type: Article

References (18)

1. Rock slope engineering
2. Stability analysis of embankments and slopes
3. General two-dimensional slope stability analysis
4. Kettlemen hills waste landfill slope failure, II: Stability analysis
5. The evaluation of slope stability-a 25 year perspective
6. State of the art: Limit equilibrium and finite element analysis of slopes
7. An extension of Bishops simplified method of slope stability analysis to three dimension
8. Evaluation of a three-dimensional method of slope stability analysis
9. Three-dimensional limit equilibrium analysis of slopes
10. A general limit-equilibrium model for three-dimensional slope stability analysis
11. Performance of three-dimensional slope stability analysis method in practice
12. Three-dimensional analysis: Of locally loaded slopes
13. Limit load in steady 3-D plastic flow around obstacles
14. Slope stability analysis by the upper bound approach: Fundamentals and methods
15. Study on the abutment stability of Xiaowan arch dam
16. Three-dimensional stability analysis of concave slopes in plan view