Limit Analysis and Stability Charts for 3D Slope Failures
Author:
Affiliation:
1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, 2340 G. G. Brown Bldg., Ann Arbor, MI 48109.
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%29GT.1943-5606.0000251
Reference19 articles.
1. End effects on stability of cohesive slopes;Baligh M. M.;J. Geotech. Engrg. Div.,1975
2. Dimensionless parameters for homogeneous earth slopes;Bell J. M.;J. Soil Mech. and Found. Div.,1966
3. On the ratio of factors of safety in slope stability analyses
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