Assessment of Stability of Slopes under Drawdown Conditions
Author:
Affiliation:
1. Member, ASCE
2. Lect., Geotechnics Res. Group, Dept. of Civ. and Struct. Engrg., UMIST, Manchester M60 1QD, U.K.
3. Prof., Geomechanics Res. Ctr., Colorado School of Mines, Golden, CO 80401.
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%3A5%28443%29
Reference15 articles.
1. Bishop A. W. (1955). “The use of the slip circle in the stability analysis of slopes.” Géotechnique London 5(1) 7–17.
2. Bishop A. W. and Morgernstern N. R. (1960). “Stability coefficients for earth slopes.” Géotechnique London 10(1) 129–150.
3. “Stability charts for simple earth slopes.”;Cousins B. F.;J. Geotech. Engrg. Div.,1978
4. “Drawdown analysis of slopes by numerical method.”;Desai C. S.;J. Geotech. Engrg. Div.,1977
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