Three-Dimensional Nonlinear Strength Model of Soil Considering Tenso–Shear Coupling-Reference-Cited by-同舟云学术

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Three-Dimensional Nonlinear Strength Model of Soil Considering Tenso–Shear Coupling

Published:2024-01 Issue:1 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cai Guoqing¹,Kong Xiaoang²,Cheng Yongfeng³,Zhao Chenggang¹

Affiliation:

1. Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, PR China.

2. China Electric Power Research Institute, Beijing 100055, PR China (corresponding author).

3. Professor, China Electric Power Research Institute, Beijing 100055, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7735

Reference41 articles.

1. Three-dimensional drained behavior of normally consolidated anisotropic kaolin clay

2. Compression and Extension of K0 Normally Consolidated Kaolin Clay

3. A multiaxial stress criterion for short- and long-term strength of isotropic rock media

4. Experimental study on tensile strength of unsaturated fine sands

5. Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay

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