DEM Analysis of Mechanical Behavior of Unsaturated Silt under Strain-Controlled Constant Stress Ratio Compression Tests-Reference-Cited by-同舟云学术

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DEM Analysis of Mechanical Behavior of Unsaturated Silt under Strain-Controlled Constant Stress Ratio Compression Tests

Published:2021-10 Issue:10 Volume:21 Page:04021197
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Tao¹^ORCID,Jiang Mingjing²,Li Liqing³

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300072, China (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

3. Senior Engineer, Dept. of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002177

Reference44 articles.

1. Numerical simulation of one-dimensional behaviour of a kaolinite;Anandarajah A.;Géotechnique,2000

2. The use of one-dimensional compression tests and elastic theory in predicting deformations of rockfill embankments;Charles J. A.;Can. Geotech. J.,1976

3. Overall volume change, water volume change, and yield associated with an unsaturated compacted loess;Chen Z. H.;Can. Geotech. J.,1999

4. A micromechanical description of granular material behavior;Christoffersen J.;J. Appl. Mech.,1981

5. Yielding and plastic behaviour of an unsaturated compacted silt;Cui Y. J.;Géotechnique,1996

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3. Micro-mechanical analysis of residual stresses in cohesive-frictional particulate materials under moving surface loads;Computational Particle Mechanics;2024-04-15

4. Discrete Element Method Analyses of Bond Degradation Evolutions for Cemented Soils;Fractal and Fractional;2024-02-17

5. Strain-history dependent macro behavior/microscopic fabrics of re-liquefiable sand verified by 3D DEM;Powder Technology;2023-08

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