Spatial Distribution of Safety Factors
Author:
Affiliation:
1. Member, ASCE
2. Facu. of Civ. Engrg., Technion–Israel Inst. of Technol., Haifa, Israel.
3. Dept. of Civ. and Envir. Engrg., Univ. of Delaware, Newark, DE 19716.
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%282001%29127%3A2%28135%29
Reference17 articles.
1. Arai K. and Tagyo K. ( 1985). “Determination of noncircular slip surface giving the minimum factor of safety in slope stability analysis.” Soils and Found. 25(1) 43–51.
2. Baker R. ( 1980). “Determination of the critical slip surface in slope stability calculations.” Int. J. Numer. and Analytical Methods in Geomech. 4 333–359.
3. Baker R. ( 1988). S.S.A.—A computer program for slope stability analysis: user manual Dept. of Geotechnol. Facu. of Civ. Engrg. Technion I.I.T. Haifa Israel.
4. Bellman R. ( 1957). Dynamic programming Princeton University Press Princeton N.J.
5. Bishop A. W. ( 1955). “The use of slip circle in the stability analysis of slopes.” Géotechnique London 5(1) 7–17.
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