Research on Stress Threshold of Deep Buried Coal Rock under Quasi-Static Strain Rate Based on Acoustic Emission

被引:5
作者
Hao, Qijun [1 ,2 ]
Liu, Xiaohui [1 ,2 ,3 ]
Hu, Ankui [1 ,2 ]
Zheng, Yu [1 ,2 ]
Zhao, Xiaoping [4 ]
机构
[1] Xihua Univ, Minist Educ, Key Lab Fluid & Power Machinery, Chengdu 610039, Peoples R China
[2] Xihua Univ, Sch Energy & Power Engn, Chengdu 610039, Peoples R China
[3] Sichuan Univ, Minist Educ, Key Lab Deep Earth Sci & Engn, Chengdu 610065, Peoples R China
[4] Chengdu Hydroelect Invest & Design Inst Corp, Power China, Chengdu 610072, Peoples R China
关键词
CRACK INITIATION; DAMAGE STRESS; PROPAGATION THRESHOLDS; FAILURE PROCESS; LOADING RATE; SAMPLES; DEFORMATION; PREDICTION;
D O I
10.1155/2020/8893971
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The deformation and failure process of coal rock under different strain rates is a significant challenge which must be solved in dynamic excavation. It is important to study the influence of strain rate on the evolution of coal rock crack. The triaxial compression tests and acoustic emission tests under the strain rate of 10(-5) s(-1)to 10(-3) s(-1)were conducted on coal rock using MTS 815 hydraulic servo-control testing machine. During the loading process, acoustic emission energy and spatial distribution have obvious stage characteristics. The damage variable is defined by acoustic emission energy, and the rate of damage evolution is obviously affected by the strain rate. Based on stage characteristics of acoustic emission energy, spatial distribution, and damage evolution, the use of damage evolution curve to determine stress threshold is proposed. In order to verify the rationality of the damage evolution method, the stress threshold values determined by damage evolution method and existing method are compared and analyzed. In order to study the effect of strain rate and confining pressure on the stress threshold, the stress thresholds under uniaxial and triaxial stress states at different strain rates were analyzed.
引用
收藏
页数:13
相关论文
共 43 条
[1]  
[Anonymous], 1967, INT J ROCK MECH MIN, DOI DOI 10.1016/0148-9062(67)90030-7
[2]  
Bieniawski ZT., 1967, INT J ROCK MECH MIN, V4, P425, DOI [10.1016/0148-9062(67)90032-0, DOI 10.1016/0148-9062(67)90032-0]
[3]  
Bieniawski ZT., 1967, INT J ROCK MECH MIN, V4, P407, DOI DOI 10.1016/0148-9062(67)90031-9
[4]   Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations [J].
Cai, M ;
Kaiser, PK ;
Tasaka, Y ;
Maejima, T ;
Morioka, H ;
Minami, M .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (05) :833-847
[5]   Mining-induced static and dynamic loading rate effect on rock damage and acoustic emission characteristic under uniaxial compression [J].
Cao, Anye ;
Jing, Guangcheng ;
Ding, Yan-lu ;
Liu, Sai .
SAFETY SCIENCE, 2019, 116 :86-96
[6]  
[岑夺丰 Cen Duofeng], 2014, [煤炭学报, Journal of China Coal Society], V39, P436
[7]   Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation [J].
Diederichs, MS ;
Kaiser, PK ;
Eberhardt, E .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (05) :785-812
[8]   Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression [J].
Eberhardt, E ;
Stead, D ;
Stimpson, B .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1999, 36 (03) :361-380
[9]   Identifying crack initiation and propagation thresholds in brittle rock [J].
Eberhardt, E ;
Stead, D ;
Stimpson, B ;
Read, RS .
CANADIAN GEOTECHNICAL JOURNAL, 1998, 35 (02) :222-233
[10]  
[范鹏贤 Fan Pengxian], 2010, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V29, P1389