Evaluation of Cyclic Softening in Silts and Clays
Author:
Affiliation:
1. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.
2. Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.
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%282007%29133%3A6%28641%29
Reference37 articles.
1. Cyclic Soil Data for Design of Gravity Structures
2. Cyclic Behavior of Clays in Undrained Simple Shear
3. Relating Kα to Relative State Parameter Index
4. Boulanger R. W. and Idriss I. M. (2004). “Evaluating the potential for liquefaction or cyclic failure of silts and clays.” Rep. UCD/CGM-04/01 Center for Geotech. Modeling Univ. of Calif. Davis Calif.
5. Liquefaction Susceptibility Criteria for Silts and Clays
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