Slope Failure in Weathered Claystone and Siltstone
Author:
Affiliation:
1. Member, ASCE
2. Managing Prin., Saudi Arabian Dames & Moore, P.O. Box 2384, Riyadh 11451, Saudi Arabia; formerly, Sr. Geotech. Engr., Dames & Moore Inc., San Francisco, CA 94105-1917. E-mail: Mazen _Adib@urscorp.com
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%3A9%28787%29
Reference2 articles.
1. Cohesion Intercept in Effective Stress‐Stability Analysis
2. Spencer E. (1967). “A method of analysis of the stability of embankments assuming parallel inter-slice forces.” Géotechnique London 17(1) 11–26.
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