PFC simulation of crack evolution and energy conversion during basalt failure process

被引:51
作者
Zhang, Yuanyuan [1 ]
Shao, Zhushan [1 ]
Wei, Wei [1 ]
Qiao, Rujia [1 ]
机构
[1] Xian Univ Architecture & Technol, Xian, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
basalt; failure; crack evolution; energy conversion; particle flow code; DISCRETE ELEMENT METHOD; JOINTED ROCK MASS; NUMERICAL-SIMULATION; FRACTURE COALESCENCE; ACOUSTIC-EMISSION; STRAIN-RATE; PROPAGATION; BEHAVIOR; SANDSTONE; GRANITE;
D O I
10.1093/jge/gxz036
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Rock failure is an important phenomenon associated with crack propagation and energy conversion. In this paper, the uniaxial compression test of basalt is performed and acoustic emission (AE) activity is monitored throughout the process. The fracture characteristics and evolution of an internal crack in basalt are analyzed in detail with the obtained experimental data. A parallel bonding model is proposed in this study to investigate the failure of basalt subjected to uniaxial compression. The microscopic properties of particles and bonds in the model are calibrated against the results of mechanical behavior measured through physical experiments. We investigated the crack types and statistics of crack number by using a fish program in Particle Flow Code (PFC) under uniaxial compression. Meanwhile, the discrete element computational model monitored the information of energy upon each bond breakage during the loading process. All the numerical and test results are presented in graphs and discussed in detail. The PFC can accurately reproduce the crack propagation, failure patterns and energy conversion of basalt on a microscopic scale, which may not be monitored in the actual test.
引用
收藏
页码:639 / 651
页数:13
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