Anisotropic and Noncoaxial Behavior of K0-Consolidated Soft Clays under Stress Paths with Principal Stress Rotation-Reference-Cited by-同舟云学术

Anisotropic and Noncoaxial Behavior of K0-Consolidated Soft Clays under Stress Paths with Principal Stress Rotation

Published:2019-09 Issue:9 Volume:145 Page:04019036
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wang Jun¹^ORCID,Feng Dong²^ORCID,Guo Lin³^ORCID,Fu Hongtao⁴^ORCID,Cai Yuanqiang⁵^ORCID,Wu Tingyu⁶^ORCID,Shi Li⁷^ORCID

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. ORCID: .

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

3. 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: .

4. Lecturer, College of Architecture and Civil Engineering, Wenzhou Univ., Wenzhou 325035, PR China. ORCID: .

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

6. Ph.D. Candidate, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, PR China. ORCID: .

7. Associate Professor, College of Architecture and Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, PR China. ORCID: .

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.1943-5606.0002103

Reference49 articles.

1. Brosse A. M. 2012. “Study on the anisotropy of British stiff clays using a hollow cylinder apparatus.” Ph.D. thesis Dept. of Civil and Environmental Engineering Imperial College London.

2. The undrained shear strength anisotropy of four Jurassic to Eocene stiff clays

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

4. Noncoaxial Behavior of Sand under Various Stress Paths

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

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