Stiffness Degradation and Plastic Strain Accumulation of Clay under Cyclic Load with Principal Stress Rotation and Deviatoric Stress Variation-Reference-Cited by-同舟云学术

Stiffness Degradation and Plastic Strain Accumulation of Clay under Cyclic Load with Principal Stress Rotation and Deviatoric Stress Variation

Published:2018-05 Issue:5 Volume:144 Page:04018021
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cai Yuanqiang¹,Wu Tingyu²,Guo Lin³,Wang Jun⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, P.R. China; Professor, Dept. of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, P.R. China.

2. Ph.D. Candidate, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, P.R. China.

3. Associate Professor, College of Civil Engineering and Architecture, Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province, Wenzhou Univ., Wenzhou 325035, P.R. China (corresponding author).

4. Professor, College of Civil Engineering and Architecture, Wenzhou Univ., Wenzhou 325035, P.R. China.

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%29GT.1943-5606.0001854

Reference42 articles.

1. Permanent deformation characteristics of saturated sand under cyclic loading

2. Noncoaxial Behavior of Sand under Various Stress Paths

3. Stress–strain response of soft clay to traffic loading

4. Geomechanical Analysis of Unbound Pavements Based on Shakedown Theory

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