Particle Breakage of Rockfill Material during Triaxial Tests under Complex Stress Paths-Reference-Cited by-同舟云学术

Particle Breakage of Rockfill Material during Triaxial Tests under Complex Stress Paths

Published:2019-12 Issue:12 Volume:19 Page:04019124
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jia Yufeng¹,Xu Bin²,Chi Shichun³,Xiang Biao⁴,Xiao Dai⁵,Zhou Yang¹

Affiliation:

1. Lecturer, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian, Liaoning 116024, China.

2. Associate Professor, School of Hydraulic Engineering, Dalian Univ. of Technology, Dalian, Liaoning 116024, China.

3. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian, Liaoning 116024, China (corresponding author).

4. Associate Professor, Hydraulic School, Yunnan Agricultural Univ., Kunming 650000, China.

5. Engineer, SIPPR Engineering Group Co., Ltd., No. 191, Zhongyuanzhong Rd., Zhengzhou 450000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001517

Reference38 articles.

1. Effects of stress path on the deformation of rockfill materials;Bai S.;Shuili Fadian Xuebao/J. Hydroelectric Eng.,1999

2. Critical Hydraulic Gradients of Internal Erosion under Complex Stress States

3. The use of one-dimensional compression tests and elastic theory in predicting deformations of rockfill embankments

4. A Constitutive Model for Crushed Granular Aggregates Which Includes Suction Effects

5. Isotropic–kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space

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