Elastoplastic Two-Surface Model for Unsaturated Cohesive Soils under Cyclic Loading-Reference-Cited by-同舟云学术

Elastoplastic Two-Surface Model for Unsaturated Cohesive Soils under Cyclic Loading

Published:2020-08 Issue:8 Volume:20 Page:04020122
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Xiaoxuan¹,Li Tao²,Peng Liyun³^ORCID

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong Univ., Beijing 100044, China.

2. Professor, Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong Univ., Beijing 100044, China (corresponding author).

3. Professor, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001741

Reference48 articles.

1. A constitutive model for partially saturated soils

2. Correlation between G0 and τmax for Kaolinite Clay

3. Behaviour of unsaturated cohesive soils subjected to cyclic loads

4. Elastoplastic soil constitutive laws generalized to partially saturated states

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