Nonlinear Model for the Stress–Strain–Strength Behavior of Unsaturated Granular Materials-Reference-Cited by-同舟云学术

Nonlinear Model for the Stress–Strain–Strength Behavior of Unsaturated Granular Materials

Published:2021-07 Issue:7 Volume:21 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Kai¹^ORCID,Yin Zhen-Yu²,Chen Wen-Bo³^ORCID,Feng Wei-Qiang⁴^ORCID,Yin Jian-Hua⁵^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China. ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China.

3. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China (corresponding author). ORCID: .

4. Assistant Professor, Dept. of Ocean Sciences and Engineering, Southern Univ. of Science and Technology, Shenzhen 518055, China; formerly, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China. ORCID: .

5. Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong 999077, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002042

Reference72 articles.

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3. Budhu, M. 2010. Soil mechanics and foundations. 3rd ed. New York: Wiley.

4. Experimental study on critical state of unsaturated silty sand;Cai G. Q.;Chin. J. Geotech. Eng.,2018

5. An elasto-plastic model for granular materials with microstructural consideration

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