Influences of soil elastic modulus and Poisson's ratio on slope stability

Yantu Lixue/Rock and Soil Mechanics

Volumn 27, Issue 2, 2006, Pages 299-303

  Zhang, Pei Wen ^a   Chen, Zu Yu ^b  

^a MMI   (China)

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

Author keywords

Elastic modulus; Poisson's ratio; Safety factor; Strength reduction

Indexed keywords

COMPUTER SIMULATION; CONVERGENCE OF NUMERICAL METHODS; ELASTIC MODULI; FINITE ELEMENT METHOD; POISSON RATIO; SAFETY FACTOR; SOIL MECHANICS; STRESS CONCENTRATION;

STRENGTH REDUCTION; STRESS DISTRIBUTION;

SLOPE STABILITY;

EID: 33645650078     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (6)

1. Griffith D V, Lane P A. Slope stability analysis by finite element[J]. Geotechnique, 1999, 49(3): 387-403.
2. ZHENG Hong, Lee C F, TAN Guo-huan, et al. Displacement-controlled method in finite element analysis and its applications[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(1): 81-85.
3. ZHENG Hong, Lee C F, TAN Guo-huan, et al. Finite element method for solving the factor of safety[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 626-628.
4. Dawson E M. Roth W H. Drescher A. Slope stability analysis by strength reduction[J]. Geotechinque, 1999, 49(6): 835-840.
5. ZHANG Lu-yu, SHI Wei-min, ZHENG Yin-ren. The slope stability analysis by FEM under the plane strain condition[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 487-490.