Cyclic Behavior of K0-Consolidated Soft Clay under Stress Paths with Different Major Principal Stress Directions-Reference-Cited by-同舟云学术

Cyclic Behavior of K0-Consolidated Soft Clay under Stress Paths with Different Major Principal Stress Directions

Published:2021-06 Issue:6 Volume:147 Page:06021003
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wang Jun¹,Tan Jie²,Cai Yuanqiang³,Guo Lin⁴^ORCID,Wu Tingyu⁵,Fu Hongtao⁶,Yuan Guohui²

Affiliation:

1. Professor, College of Architecture and Civil Engineering, Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province, Wenzhou Univ., Wenzhou 325035, PR China.

2. Graduate Student, College of Architecture and Civil Engineering, Wenzhou Univ., Wenzhou 325035, PR China.

3. Professor, Dept. of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, PR China; Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, PR China.

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

5. Postdoctoral Researcher, Dept. of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, PR China.

6. Lecturer, College of Architecture and Civil Engineering, Wenzhou Univ., Wenzhou 325035, PR 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.1943-5606.0002529

Reference33 articles.

1. Dense sand weakened by continuous principal stress direction rotation

2. Principal stress rotation: A missing parameter;Arthur J. R. F.;J. Geotech. Geoenviron. Eng.,1980

3. Soil mechanics in pavement engineering

4. Permanent deformation characteristics of saturated sand under cyclic loading

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