Wetting-Induced Collapse Behavior of Unsaturated and Structural Loess under Biaxial Tests Using Distinct Element Method-Reference-Cited by-同舟云学术

Wetting-Induced Collapse Behavior of Unsaturated and Structural Loess under Biaxial Tests Using Distinct Element Method

Published:2017-01 Issue:1 Volume:17 Page:06016010
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jiang Mingjing¹,Li Tao²,Thornton Colin³,Hu Haijun⁴

Affiliation:

1. Professor, Dept. of Geotechnical Engineering and State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

2. Ph.D. Student, Dept. of Geotechnical Engineering and State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.

3. Senior Research Fellow, Dept. of Chemical Engineering, Univ. of Birmingham, Edgbaston, Birmingham B15 2TT, U.K.

4. Lecturer, College of Water Resources and Architectural Engineering, Northwest Agriculture and Forestry Univ., Yangling 712100, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000693

Reference43 articles.

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3. A discrete numerical model for granular assemblies