Closure to “Shear Strength Anisotropy of Natural Granite Residual Soil” by Xinyu Liu, Xianwei Zhang, Lingwei Kong, Song Yin, and Yiqing Xu-Reference-Cited by-同舟云学术

Closure to “Shear Strength Anisotropy of Natural Granite Residual Soil” by Xinyu Liu, Xianwei Zhang, Lingwei Kong, Song Yin, and Yiqing Xu

Published:2022-08 Issue:8 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Liu Xinyu¹^ORCID,Zhang Xianwei²^ORCID,Kong Lingwei³

Affiliation:

1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Ph.D. Candidate, Univ. of Chinese Academy of Sciences, Beijing 100049, China. ORCID: .

2. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. (corresponding author). ORCID: .

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002855

Reference6 articles.

1. The Strength of Soils as Engineering Materials

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

3. Influences of principal stress direction and intermediate principal stress on the stress–strain–strength behaviour of completely decomposed granite

4. Shear strength anisotropy of natural London Clay

5. A laboratory study of anisotropic geomaterials incorporating recent micromechanical understanding