Evolution model of progressive failure of landslides

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 125, Issue 10, 1999, Pages 827-831

  Tiande, Miao ^a   Chongwu, Ma ^a   Shengzhi, Wu ^a  

^a LANZHOU UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; FAILURE ANALYSIS; MATHEMATICAL MODELS; RHEOLOGY; SLOPE STABILITY; SOILS;

PROGRESSIVE FAILURE ANALYSIS;

LANDSLIDES;

FAILURE MECHANISM; LANDSLIDE; RHEOLOGY; SLOPE DYNAMICS;

EID: 0345425104     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1999)125:10(827)     Document Type: Article

References (16)

1. Bishop, A. W. (1955). "The use of the slip circle in the stability analysis of slopes." Géotechnique, London, 5(1), 7-17.
2. Bishop, A. W., and Morgenstern, N. R. (1960). "Stability coefficients for earth slopes." Géotechnique, London, 10(2), 129-150.
3. Duncan, J. M. (1996). "State of the art: Limit equilibrium and finite-element analysis of slopes." J. Geotech. Engrg., ASCE, 122(7), 577-596.
4. Espinoza, R. D., Bourdeau, P. L., and Muhunthan, B. (1994). "Unified formulation for analysis of slopes with general slip surface." J. Geotech. Engrg., ASCE, 120(7), 1185-1204.
5. Espinoza, R. D., Repetto, P. C., and Muhunthan, B. (1992). "A general framework for slope stability analysis." Géotechnique, London, 42(4), 603-615.
6. Law, T., and Lumb, P. (1978). "A limited equilibrium analysis of progressive failure in the stability of slopes." Can. Geotech. J., Ottawa, 15(2), 113-122.
7. Lo, K. Y., and Lee, C. F. (1973). "Stress analysis and slope stability in strain-softening soils." Géotechnique, London, 15(1), 79-93.
8. Miao, T. D. (1985). "The variational method for three-dimensional analysis of slope stability." Proc., 4th Int. Conf. and Field Workshop on Landslides, 215-218.
9. Michalowski, R. L. (1995). "Slope stability analysis: A kinematical approach." Géotechnique, London, 45(2), 283-297.
10. Morgenstern, N. R., and Price, V. E. (1965). "The analysis of the stability of general slip surfaces." Géotechnique, London, 15(1), 79-93.
11. Radbruch-Hall, D. H. (1976). "The analysis of landslides." Bull. Int. Assn. Engrg. Geology, 14, 205-216.
12. Ramsamooj, D. V., and Lin, G. S. (1990). "Prediction of progressive failure in heavily overconsolidated slope." J. Geotech. Engrg., ASCE, 116(9), 1368-1380.
13. Scott, C. R. (1980). An introduction to soil mechanics and foundations, 3rd Ed., Applied Science Publishers, London.
14. Skempton, A. W. (1964). "Long term stability of clay slopes." Géotechnique, London, 14(1), 77-101.
15. Wu, T. H., et al. (1987). "Stability of slopes in red conemaugh shale of Ohio." J. Geotech. Engrg., ASCE, 113(3), 248-264.
16. Zhang, X. J., and Chen, W. F. (1987). "Stability analysis of slopes with general nonlinear failure criterion." Int. J. Numer. and Analytical Methods in Geomech., Chichester, 11(1), 33-50.