A General Method for Quantifying the Shear Strength Anisotropy of Soil-Reference-Cited by-同舟云学术

A General Method for Quantifying the Shear Strength Anisotropy of Soil

Published:2024-05 Issue:5 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Xinyu¹^ORCID,Miao Yu²,Zhang Xianwei³^ORCID,Ruan Bin⁴,He Hongjun⁵,Gao Haodong⁶

Affiliation:

1. Postdoctoral Researcher, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. ORCID: .

2. Professor, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China (corresponding author).

3. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. ORCID: .

4. Associate Professor, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China.

5. Ph.D. Candidate, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China.

6. Master’s Candidate, College of Urban Construction, Wuhan Univ. of Science and Technology, Wuhan 430065, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8640

Reference40 articles.

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2. Plastic deformation and failure in granular media

3. Inherent anisotropy in a sand;Arthur J. R. F.;Géotechnique,1972

4. The Strength of Soils as Engineering Materials

5. The undrained shear strength anisotropy of four Jurassic to Eocene stiff clays;Brosse A. M.;Géotechnique,2017