Fractal evolution and connectivity characteristics of mining-induced crack networks in coal masses at different depths

被引:111
作者
Gao, Mingzhong [1 ,2 ]
Xie, Jing [2 ]
Guo, Jun [1 ]
Lu, Yiqiang [1 ,2 ]
He, Zhiqiang [1 ,2 ]
Li, Cong [1 ,2 ]
机构
[1] Shenzhen Univ, Coll Civil & Transportat Engn, Inst Deep Earth Sci & Green Energy, Shenzhen 518060, Peoples R China
[2] Sichuan Univ, Coll Water Resource & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu, Peoples R China
基金
中国国家自然科学基金;
关键词
Coal-rock mass; Reserve depth; Crack network; Fractal evolution characteristics; Deep mining; ABUTMENT PRESSURE; PERMEABILITY; SIMULATION;
D O I
10.1007/s40948-020-00207-4
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
In situ capture of crack network evolution is extremely difficult but necessary in fundamental research on mining mechanics and coalbed methane extraction. Systematic field monitoring of the mining-induced crack networks near three mining faces with vertical depths of 700 m, 850 m, and 1100 m in the Pingdingshan coal mine in China was conducted. By utilizing fractal geometry and an algorithm that predicts the connectivity rate, the changes in the fractal dimension and connectivity of the mining-induced crack network in these coal-rock masses with mining face advance were determined. The results indicate that the evolution of the crack network can be divided into three stages: a slow linear growth stage, an exponential growth stage, and a stable growth stage. As depth increases, the crack connectivity in a coal mass increases. The ranges of the mining influence zones at mining faces with vertical depths of 700 m, 850 m and 1100 m are approximately 50 m, 60 m and 75 m, respectively. The distances between the maximum mining pressures and the three corresponding coal mining faces are 15 m, 18 m and 25 m, respectively. At a depth of 1100 m, the crack connectivity of the coal-rock mass is 1.36 times that at a depth of 850 m and 1.58 times that at a depth of 700 m. A high crack connectivity can easily arise in thousand-meter-deep mines, which can lead to increased gas emissions and pose risks to production safety at the mining operation face.
引用
收藏
页数:15
相关论文
共 37 条
[1]  
Close J.C., 1993, Natural Fractures in Coal
[2]   Time-lapse imaging of saline-tracer transport in fractured rock using difference-attenuation radar tomography [J].
Day-Lewis, FD ;
Lane, JW ;
Harris, JM ;
Gorelick, SM .
WATER RESOURCES RESEARCH, 2003, 39 (10) :SBH101-SBH1014
[3]  
Fu JH., 2007, J. Min. Saf. Eng, V24, P253
[4]   Field experiments on fracture evolution and correlations between connectivity and abutment pressure under top coal caving conditions [J].
Gao, M. Z. ;
Zhang, R. ;
Xie, J. ;
Peng, G. Y. ;
Yu, B. ;
Ranjith, P. G. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2018, 111 :84-93
[5]   The Location Optimum and Permeability-Enhancing Effect of a Low-Level Shield Rock Roadway [J].
Gao, Mingzhong ;
Zhang, Zhilong ;
Yin Xiangang ;
Xu, Chuan ;
Liu, Qiang ;
Chen, Hailiang .
ROCK MECHANICS AND ROCK ENGINEERING, 2018, 51 (09) :2935-2948
[6]   Relevance between abutment pressure and fractal dimension of crack network induced by mining [J].
Gao Mingzhong ;
Jin Wencheng ;
Dai Zhixu ;
Xie Jing .
INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2013, 23 (06) :925-930
[7]  
[高明忠 Gao Mingzhong], 2012, [煤炭学报, Journal of China Coal Society], V37, P1535
[8]   Relationship between percolation-fractal properties and permeability of 2-D fracture networks [J].
Jafari, Alireza ;
Babadagli, Tayfun .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2013, 60 :353-362
[9]   Estimation of equivalent fracture network permeability using fractal and statistical network properties [J].
Jafari, Alireza ;
Babadagli, Tayfun .
JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2012, 92-93 :110-123
[10]   Visualization of the complex structure and stress field inside rock by means of 3D printing technology [J].
Ju, Yang ;
Xie, Heping ;
Zheng, Zemin ;
Lu, Jinbo ;
Mao, Lingtao ;
Gao, Feng ;
Peng, Ruidong .
CHINESE SCIENCE BULLETIN, 2014, 59 (36) :5354-5365