Development Law of Mining Fracture and Disaster Control Technology under Hard and Thick Magmatic Rock

被引:4
|
作者
Wu, Quansen [1 ,2 ]
Han, Fengjun [2 ,3 ]
Liang, Shengjian [2 ,4 ]
Sun, Fanxing [2 ,4 ]
Wan, Daqing [2 ,4 ]
Su, Huairui [2 ,4 ]
Ma, Fuwu [2 ,4 ]
Wu, Quanlin [1 ,5 ]
机构
[1] Jining Univ, Sch Engn, Qufu 273100, Shandong, Peoples R China
[2] Engn Lab Deep Mine Rockburst Disaster Assessment, Jinan 250100, Peoples R China
[3] Bayangaole Coal Mine Inner Mongolia Huangtaolegai, Ordos City 017000, Peoples R China
[4] Shandong Prov Res Inst Coal Geol Planning & Explo, Jinan 250100, Peoples R China
[5] Yankuang Grp Ltd Co, Zoucheng 273500, Peoples R China
关键词
hard thick rock stratum; overburden structure; bed separation; fracture; dynamic disaster; DOUBLE-LAYER HARD; DYNAMIC DISASTER; FAILURE ANALYSIS; STRATA BEHAVIOR; ROOF; SANDSTONE; FACE;
D O I
10.3390/su141811140
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Hard and thick magmatic rocks are widely distributed in many mining areas in China. Their fracture migration could cause mechanical effects such as the evolution of overburden structure, the sudden change of surface subsidence, and the transformation of accumulated elastic properties, inducing strong dynamic phenomena and even coupled geo dynamic disasters. In this study, by means of theoretical analysis and similar material simulation testing, the fracture of hard thick magmatic rock and the fracture development characteristics of stope are analyzed, and the following research results are obtained: (1) the mechanical model of an elastic foundation beam is established, and it is found that the bending moment in the middle of hard thick magmatic rock is greater than the bending moment at the end, and the magmatic rock first produces fractures in the middle, and then the initial fracture occurs. (2) The existence of hard thick magmatic rock blocks the development of fractures in the longitudinal direction. The bed separation and fracture undergo three processes of generation, development and closure. When the working face advances 160 m, 200 m and 270 m, the maximum bed separation shape on the strike section experiences triangle trapezoid crescent shape. (3) A ladder type fissure channel is formed above the working face side and the open cut hole side. When the working face is advanced 160 m, the ladder type fissure channel develops to the bottom of the hard thick rock layer, providing a ladder type channel for gas flow. After the hard thick rock layer is broken, a large number of elastic properties are released, which produces a strong impact force on the gas rich area of the bed separation, and also causes a sharp rise in the gas pressure of the bed separation at the bottom of the magmatic rock. A large amount of high-pressure gas in the bed separation space flows reversely to the working face along the ladder type gas channel, which can easily induce a gas outburst, coal and gas outburst or other disasters. (4) The correctness of the similar simulation experiment is verified by the field data. Technical measures for preventing gas outbursts in bed separation by surface drilling and pressure relief gas extraction are put forward. The research results have a certain guiding role for the prevention and control of dynamic disasters and the design of roadway support under the condition of a hard and thick key stratum overlying the working face.
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页数:23
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