A Study of the Drained Strength Characteristics of Overconsolidated Clays at Low Effective Stresses
Author:
Affiliation:
1. Geotechnical Consultant, 60 Joost Ave., San Francisco, CA 94131.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11273
Reference10 articles.
1. Stress-dependent behavior of saturated clay
2. Stress Dependence of Shear Strength in Fine-Grained Soils and Correlations with Liquid Limit
3. COE (Corps of Engineers). 1978. Design and construction of levees. Washington, DC: Office of the Chief of Engineers.
4. DeGroot D. J. and C. C. Ladd. 2012. “Site characterization for cohesive soil deposits using combined in situ and laboratory testing.” In Geotechnical Engineering State of Art and Practice: Keynote Lectures from GeoCongress 2012 Geotechnical Special Publication 226 edited by K. Rollins and D. Zekkos 565–607. Reston VA: ASCE.
5. New Design Procedure for Stability of Soft Clays
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