Discussion of “generalized method for three-dimensional slope stability analysis”

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 2, 2004, Pages 227-228

  Jiang, Jing Cai ^a   Yamagami, Takuo ^a  

^a UNIVERSITY OF TOKUSHIMA   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001560456     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:2(227)     Document Type: Article

References (10)

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2. Hungr, O., Salgado, F. M., and Byrne, P. M. (1989). “Evaluation of a three-dimensional method of slope stability analysis.” Can. Geotech. J., 26(4), 679–686.
3. Jiang, J.-C., Baker, R., and Yamagami, T. (2003). “The effect of strength envelope nonlinearity on slope stability computations.” Can. Geotech. J., 40(2), 308–325.
4. Jiang, J.-C., and Yamagami, T. (2002). “Search for the three-dimensional critical slip surface based on an extended Spencer method.” Proc., 37th Annual Conf. on Geotech. Eng. (CD-ROM), Jpn. Geotech. Soc., Japan (in Japanese).
5. Lam, L., and Fredlund, D. G. (1993). “A general limit equilibrium model for three-dimensional slope stability analysis.” Can. Geotech. J., 30(6), 905–919.
6. Leshchinsky, D., and Huang, C. C. (1992). “Generalized threedimensional slope stability analysis.” J. Geotech. Eng., 118(11), 1748–1764.
7. Stark, T. D., and Eid, H. T. (1998). “Performance of three-dimensional slope stability methods in practice.” J. Geotech. Geoenviron. Eng., 124(11), 1049–1060.
8. Ugai, K. (1988). “Three-dimensional slope stability analysis by slice methods.” Proc., 6th Int. Conf. Numer. Meth. Geomech., Austria, 1369–1374.
9. Xing, Z. (1988). “Three-dimensional stability analysis of concave slopes in plan view.” J. Geotech. Eng., 114(6), 658–671.
10. Yamagami, T., and Jiang, J.-C. (1997). “A search for the critical slip surface in three-dimensional slope stability analysis.” Soils Found., 37(3), 1–16.