Study on Rules of Fault Stress Variation Based on Microseismic Monitoring and Numerical Simulation at the Working Face in the Dongjiahe Coal Mine

被引:14
作者
Ma, Ke [1 ,2 ,3 ]
Yuan, Fuzhen [1 ,2 ]
Zhuang, Duanyang [1 ,2 ]
Li, Quansheng [3 ]
Wang, Zhenwei [4 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Liaoning, Peoples R China
[2] Dalian Univ Technol, Inst Rock Instabil & Seism Res, Dalian 116024, Liaoning, Peoples R China
[3] State Key Lab Water Resource Protect & Utilizat C, Beijing 100011, Peoples R China
[4] North China Univ Technol, Sch Civil Engn, Beijing 100011, Peoples R China
基金
中国国家自然科学基金;
关键词
FAILURE PROCESS; ROCK BURST; MODEL; OUTBURSTS; FRACTURE; RFPA;
D O I
10.1155/2019/7042934
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Microseismic monitoring technology was used to study the real-time evolution of rock mass damage generated by a working face as it approached a fault in Dongjiahe Coal Mine. The influence of vertical zoning of overlying strata on damage at the fault was analyzed. Numerical simulation using finite element method based on meso-statistical damage theory was used to investigate the nonlinear and nonuniform failure behaviour of the rock mass near the fault. The response of the fault stress to excavation activity and the rule of fault activation were examined. The results show that the fault damage has segmental characteristics. Microcracks are first generated at the fractured zone that is divided into lower, middle, and upper sections, located 30 similar to 70 m, 120 similar to 180 m, and 230 similar to 280 m above the coal seam, respectively. There was also a segmentation phenomenon in the stress response of fault. The risk of fault activation was evaluated by using the ratio of shear stress to the maximum principal stress. When the working face was 260 m and 140 m away from the fault, the activation risk at the upper-middle and lower sections began to increase, respectively. When the fault was within 60 m, the risk of fault activation was highest.
引用
收藏
页数:12
相关论文
共 30 条
[11]   A three-dimensional numerical investigation of the fracture of rock specimens containing a pre-existing surface flaw [J].
Liang, Z. Z. ;
Xing, H. ;
Wang, S. Y. ;
Williams, D. J. ;
Tang, C. A. .
COMPUTERS AND GEOTECHNICS, 2012, 45 :19-33
[12]  
[马克 Ma Ke], 2016, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V35, P1353
[13]  
[马克 Ma Ke], 2013, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V32, P1239
[14]   Formation of fractured zones in overburden due to longwall mining [J].
Palchik, V .
ENVIRONMENTAL GEOLOGY, 2003, 44 (01) :28-38
[15]   3D Mechanical modeling of faults planes based on stress fields: a case study of Saravan fault, SE Iran [J].
Sadeghi P. ;
Khatib M.M. ;
Moridi A.A. ;
Bagheri S. .
Modeling Earth Systems and Environment, 2015, 1 (4)
[16]   Dynamic behaviour of mining-induced fault slip [J].
Sainoki, Atsushi ;
Mitri, Hani S. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2014, 66 :19-29
[17]  
Tang CA, 2017, WOODHEAD PUBL SER EN, P345, DOI 10.1016/B978-0-08-101225-3.00015-3
[18]   Applications of rock failure process analysis (RFPA) method [J].
Tang, Chun'an ;
Tang, Shibin .
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2011, 3 (04) :352-372
[19]   Influence of fault slip on mining-induced pressure and optimization of roadway support design in fault-influenced zone [J].
Wang, Hongwei ;
Jiang, Yaodong ;
Xue, Sheng ;
Mao, Lingtao ;
Lin, Zhinan ;
Deng, Daixin ;
Zhang, Dengqiang .
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2016, 8 (05) :660-671
[20]  
Xu Nuwen, 2016, Journal of Sichuan University (Engineering Science Edition), V48, P1, DOI 10.15961/j.jsuese.2016.05.001