Design of Longwall Coal Pillar for the Prevention of Water Inrush from the Seam Floor with Through Fault

被引:10
|
作者
Li, Ang [1 ,2 ]
Ji, Bing Nan [1 ]
Ma, Qiang [3 ]
Liu, Chaoyang [4 ]
Wang, Feng [4 ]
Ma, Li [2 ]
Mu, Pengfei [3 ]
Mou, Lin [3 ]
Yang, Yuxuan [1 ]
Ding, Xuesong [1 ]
机构
[1] Xian Univ Sci & Technol, Sch Architecture & Civil Engn, Xian 710054, Shaanxi, Peoples R China
[2] Minist Land & Resources, Key Lab Coal Resources Explorat & Comprehens Util, Xian 710021, Shaanxi, Peoples R China
[3] China Coal Technol Engn Grp Corp, Xian Res Inst, Xian 710077, Shaanxi, Peoples R China
[4] Chenghe Mines Co Ltd, Shaanxi Coal Chem Ind Grp, Weinan 715200, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
NUMERICAL-SIMULATION; CONFINED AQUIFER; MINE; PREDICTION;
D O I
10.1155/2021/5536235
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
Setting up a waterproof coal pillar is an important measure to prevent water inrush from the Weibei mining through fault floor. Based on the plastic slip line field theory, a mechanical model of floor water inrush induced by confined water in the through fault zone was established. The mechanical expressions of confined water pressure and the width of the waterproof coal pillar under the state of limit equilibrium were derived. Combining the laws of floor deformation, failure and fault activation under two kinds of coal pillar width, the safety width of the waterproof coal pillar was determined. Furthermore, the safety threshold is better than the empirical value mentioned in the "coal mine safety regulations." Following this, grouting transformation was carried out on the K2 sand layer of the cut roadway floor. This provided a theoretical basis and engineering practice for water disaster prevention and the control of the structural floor under similar conditions in the Weibei mining area for future benefit.
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页数:14
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