Generalized Method for Three-Dimensional Slope Stability Analysis

Author:

Huang Ching-Chuan1,Tsai Cheng-Chen2,Chen Yu-Hong3

Affiliation:

1. Professor, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan 70101, Taiwan.

2. Engineer, RAITO Engineering Corp., Kuan Chien Rd., 9th floor, Taipei, Taiwan; formerly, Graduate Student, Dept. of Civil Engineering, National Cheng Kung Univ., No. 1, Ta-Hseih Rd., Tainan, Taiwan.

3. Graduate Student, Dept. of Civil Engineering, National Cheng Kung Univ., No. 1, Ta-Hseih Rd., Tainan, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference23 articles.

1. End effects on cohesive slopes.;Baligh M. M.;J. Geotech. Eng.,1975

2. Three-dimensional limit equilibrium analysis of slopes.;Chen R. H.;Geotechnique,1982

3. Some difficulties associated with the limit equilibrium method of slices

4. Comparison of slope stability methods of analysis

5. Three-dimensional slope stability analysis method.;Hovland H. J.;J. Geotech. Eng.,1977

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