Characteristics and control technology of face-end roof leaks subjected to repeated mining in close-distance coal seams

被引:41
作者
Kong, Dezhong [1 ]
Li, Qiang [1 ]
Wu, Guiyi [1 ]
Song, Gaofeng [2 ]
机构
[1] Guizhou Univ, Coll Min, Guiyang 550025, Guizhou, Peoples R China
[2] North China Univ Technol, Sch Civil Engn, Beijing 100144, Peoples R China
基金
中国国家自然科学基金; 美国国家科学基金会;
关键词
Close distance coal seams; Repeated mining; Face-end roof leaks; Support resistance; PILLAR RECOVERY; STABILITY; ROADWAYS; STRATA; MINES; MODEL;
D O I
10.1007/s10064-021-02438-5
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The roof usually collapses when exposed to the repeated underground mining; this will potentially lead to the instability of coal wall and even cause serious mining disasters. Based on this specific mining hazard, this work investigates the roof leak characteristics and corresponding control technology based on a coal mine in Guizhou province, China. The theoretical analysis, numerical simulation, and physical testing were carried out. By establishing a physical model, the roof structure and roof "pressure" law under repeated mining are studied, and the instable conditions of face-end roof are analyzed, so as to determine the influencing factors of face-end roof instability. By analyzing different roof structures, the working resistance of hydraulic support with stable face-end roof under repeated mining is determined. The leakage of face-end roof under different support working resistance, tip-to-face distance, and surrounding rock strength is simulated, and different methods are proposed to control face-end roof leaks. The results show that in the process of 17# coal seam mining, the roof collapse is serious, the roof pressure is frequent, and the broken roof instability would form the "granular arch" structure. Through the analysis of the roof structure, the tip-to-face distance, the strength of granular arch structure, and the working resistance of the hydraulic support affect the stability of the face-end roof. Using UDEC simulation software, it is obtained that the higher the strength of roof and surrounding rock, the smaller the tip-to-face distance, the more stable the face-end roof is. The prevention measures such as strengthening the broken face-end roof under repeated mining, improving the support strength of the working face hydraulic support and controlling the reasonable tip-to-face distance are put forward. Through field application, the face-end roof leaks have been effectively controlled, which has played a good reference for the prevention and control of face-end roof leaks under repeated mining.
引用
收藏
页码:8363 / 8383
页数:21
相关论文
共 38 条
[1]   Roof filling control technology and application to mine roadway damage in small pit goaf [J].
Cai, Weiyi ;
Chang, Zechao ;
Zhang, Dongsheng ;
Wang, Xufeng ;
Cao, Wenhao ;
Zhou, Yazhou .
INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2019, 29 (03) :477-482
[2]   Physical model test study on support of super pre-stressed anchor in the mining engineering [J].
Cao, Juncai ;
Zhang, Nong ;
Wang, Shanyong ;
Qian, Deyu ;
Xie, Zhengzheng .
ENGINEERING FAILURE ANALYSIS, 2020, 118
[3]   Characteristics of stratum movement induced by downward longwall mining activities in middle-distance multi-seam [J].
Cheng, Guanwen ;
Yang, Tianhong ;
Liu, Hongyuan ;
Wei, Like ;
Zhao, Yong ;
Liu, Yilong ;
Qian, Jiawei .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 136
[4]   Experimental Research on Dynamic Evolution Characteristics of Roof Movement and Mining-Induced Stress of Superimposed Mining in a Close Distance Coal Seam Group [J].
Cheng, Zhiheng ;
Ma, Haifeng ;
Sang, Cong ;
Liu, Yanqing .
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2021, 39 (01) :13-24
[5]   Preventing roof fall fatalities during pillar recovery: A ground control success story [J].
Christopher, Mark ;
Michael, Gauna .
INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2017, 27 (01) :107-113
[6]   Fluid-dependent shear slip behaviors of coal fractures and their implications on fracture frictional strength reduction and permeability evolutions [J].
Fan, Long ;
Liu, Shimin .
INTERNATIONAL JOURNAL OF COAL GEOLOGY, 2019, 212
[7]   A detailed micro-model for brick masonry structures based on a diffuse cohesive-frictional interface fracture approach [J].
Greco, Fabrizio ;
Leonetti, Lorenzo ;
Luciano, Raimondo ;
Pascuzzo, Arturo ;
Ronchei, Camilla .
1ST VIRTUAL CONFERENCE ON STRUCTURAL INTEGRITY (VCSI1), 2020, 25 :334-347
[8]   Coupled mechanism of compression and prying-induced rock burst in steeply inclined coal seams and principles for its prevention [J].
He, Shengquan ;
Song, Dazhao ;
He, Xueqiu ;
Chen, Jianqiang ;
Ren, Ting ;
Li, Zhenlei ;
Qiu, Liming .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2020, 98
[9]   Development of a roof-to-floor convergence index for longwall face using combined finite element modelling and statistical approach [J].
Islavath, Sreenivasa Rao ;
Deb, Debasis ;
Kumar, Hemant .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 127
[10]   Ground pressure and overlying strata structure for a repeated mining face of residual coal after room and pillar mining [J].
Jiang Bangyou ;
Wang Lianguo ;
Lu Yinlong ;
Sun Xiaokang ;
Jin Gan .
INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2016, 26 (04) :645-652