Research on the Particle Breakage of Rockfill Materials during Triaxial Tests

Author:

Jia Yufeng1,Xu Bin2,Chi Shichun3,Xiang Biao4,Zhou Yang5

Affiliation:

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

2. Associate Professor, State Key Laboratory of Coastal and Offshore Engineering, School of Hydraulic Engineering, Dalian Univ. of Technology, Dalian, Liaoning 116024, China.

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

4. Engineer, POWERCHINA Kunming Engineering Corporation, Kunming, Yunnan 650000, China.

5. Engineer, State Key Laboratory of Coastal and Offshore Engineering, School of Hydraulic Engineering, Dalian Univ. of Technology, Dalian, Liaoning 116024, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference39 articles.

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

2. CS (Chinese Standard). (1999). “Standard test methods for soils.” SL237-1999 China Water Conservancy and Hydropower Press Beijing.

3. Grain fracture in rapid particulate media deformation n and a particulate media research roadmap from the PMEE workshops;Cooper W. L.;Int. J. Fract.,2010

4. Experimental study on particle breakage behavior of rockfills in large-scale triaxial tests;Gao Y.;Yantu Lixue/Rock Soil Mech.,2009

5. VI. The phenomena of rupture and flow in solids

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