Deformation characteristics of overconsolidated clay sheared under constant and variable confining pressure

Author:

Gu Chuan,Wang Jun,Cai Yuanqiang,Sun Lei,Wang Peng,Dong QuanYang

Funder

National Natural Science Foundation of China

Program for the Zhejiang Leading Team of S&T Innovation

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference47 articles.

1. Cyclic and static laboratory tests on Drammen clay;Andersen;J. Geotech. Eng. Div.,1980

2. Prediction of the partially drained behavior of soft clays under embankment loading;Asaoka;Soils Found.,1992

3. Undrained behavior of clay under cyclic shear stresses;Ansal;J. Geotech. Eng.,1989

4. Repeated load triaxial testing of silty clay;Brown;Geotechnique,1975

5. Significance of Cyclic Confining Stress in Repeated-load Triaxial Testing of Granular Material;Brown,1975

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