期刊
INTERNATIONAL JOURNAL OF GEOMECHANICS
卷 15, 期 5, 页码 -出版社
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)GM.1943-5622.0000421
关键词
Rockfill material; Density; Pressure; Critical state; Dilatancy; Friction angle; Strain softening; Model
资金
- 111 Project [B13024]
- Program for Changjiang Scholars and Innovative Research Team in University [IRT1125]
- National Natural Science Foundation of China [51379067]
- Fundamental Research Funds for the Central Universities [2011B14514]
A series of large-scale triaxial compression tests on Tacheng rockfill material (TRM) showed that the dilatancy and stress-strain behaviors were significantly influenced by density and pressure. The critical state friction angle of TRM decreased with an increase in the initial confining pressure. In addition, the critical state line of this material in the e-log p' plane ascended with an increase in the initial void ratio. On the basis of the specific critical state behaviors of TRM, a state-dependent constitutive model was slightly adapted in the triaxial stress space. The model, with only a set of model parameters, could capture the state-dependent behaviors of the dilatancy, stress-strain, and mobilized friction angle of TRM at various densities and pressures. The peak friction angle of TRM was found to be linear, with a coefficient of 0.21, in relation to the maximum dilatancy angle. The coefficient for rockfill materials was smaller than that for sands, indicating that the influence of dilatancy on the strength for sands was more pronounced than that for rockfill materials. (C) 2014 American Society of Civil Engineers.
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