Discussion of “Generalized Method for Three-Dimensional Slope Stability Analysis” by Ching-Chuan Huang, Cheng-Chen Tsai, and Yu-Hong Chen
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Volume 130, Issue 2
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References
Huang, C. C., and Tsai, C. C.(2000). “New method for 3D and asymmetrical slope stability analysis.” J. Geotech. Geoenviron. Eng., 126(10), 917–927.
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.
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.
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).
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.
Leshchinsky, D., and Huang, C. C.(1992). “Generalized three-dimensional slope stability analysis.” J. Geotech. Eng., 118(11), 1748–1764.
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.
Ugai, K. (1988). “Three-dimensional slope stability analysis by slice methods.” Proc., 6th Int. Conf. Numer. Meth. Geomech., Austria, 1369–1374.
Xing, Z.(1988). “Three-dimensional stability analysis of concave slopes in plan view.” J. Geotech. Eng., 114(6), 658–671.
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.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 130 • Issue 2 • February 2004
Pages: 227 - 228
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Copyright © 2004 American Society of Civil Engineers.
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Published online: Jan 16, 2004
Published in print: Feb 2004
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