Generalized Method for Three-Dimensional Slope Stability Analysis-Reference-Cited by-同舟云学术

Generalized Method for Three-Dimensional Slope Stability Analysis

Published:2002-10 Issue:10 Volume:128 Page:836-848
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282002%29128%3A10%28836%29

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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