Shear Localization Due to Liquefaction-Induced Void Redistribution in a Layered Infinite Slope
Author:
Affiliation:
1. Design Engineer, California Dept. of Water Resources, Division of Safety of Dams, Sacramento, CA 94236.
2. Professor, Univ. of California, Davis, CA 95616.
3. Senior Staff Engineer, GeoSyntec Consultants, Inc., Kennesaw, GA 30144.
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%282006%29132%3A10%281293%29
Reference28 articles.
1. Adalier K. (1992). “Post-liquefaction behavior of soil systems.” M.S. thesis Rensselaer Polytechnic Institute Troy N.Y.
2. The strength and dilatancy of sands
3. Relating Kα to Relative State Parameter Index
4. Liquefaction Of Sand under Bidirectional Monotonic and Cyclic Loading
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