New Method for 3D and Asymmetrical Slope Stability Analysis
Author:
Affiliation:
1. Assoc. Prof., Dept. of Civ. Engrg., Nat. Cheng Kung Univ., No. 1, Ta-Hsueh Rd., Tainan, Taiwan, 70101. E-mail: samhcc@mail.ncku.edu.tw
2. Grad. Student, Dept. of Civ. Engrg., Nat. Cheng Kung Univ., No. 1, Ta-Hsueh Rd., Tainan, Taiwan, 70101.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282000%29126%3A10%28917%29
Reference17 articles.
1. Baker R. and Leshchinsky D. ( 1987). “Stability analysis of conical heaps.” Soils and Found. Tokyo 27(4) 99–110.
2. “End effects on stability of cohesive slopes.”;Baligh M. M.;J. Geotech. Engrg. Div.,1975
3. Bishop A. W. ( 1955). “The use of the slip circle in the stability analysis of slopes.” Géotechnique London V(1) 7–17.
4. Chen R. H. and Chameau J. L. ( 1982). “Three-dimensional limit equilibrium analysis of slopes.” Géotechnique London 32(1) 31–40.
5. Fredlund D. G. and Krahn J. ( 1977). “Comparison of slope stability methods of analysis.” Can. Geotech. J. Ottawa 14(3) 429–439.
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