In situ identification of water-permeable fractured zone in overlying composite strata

被引:68
作者
Huang, W. P. [1 ]
Li, C. [1 ]
Zhang, L. W. [2 ]
Yuan, Q. [1 ]
Zheng, Y. S. [3 ]
Liu, Y. [4 ]
机构
[1] Shandong Univ Sci & Technol, State Key Lab Min Disaster Prevent & Control, Qingdao 266590, Peoples R China
[2] Shandong Energy Grp Co Ltd, Jinan 250100, Shandong, Peoples R China
[3] Shandong Energy Grp Co Ltd, Zhaizhen Coal Mine, Tai An 271204, Shandong, Peoples R China
[4] Shandong Univ Sci & Technol, Coll Mech & Elect Engn, Qingdao 266590, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Water-permeable fractured zone; Height and shape; In situ detection; Stratum movement; Composite strata structure; ENERGY-DISSIPATION; ROOF STRATA; COAL-MINES; OVERBURDEN; SUBSIDENCE; FAILURES; BEHAVIOR; DESIGN; DAMAGE; CHINA;
D O I
10.1016/j.ijrmms.2018.03.013
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The height and boundary shape of a water-permeable fractured zone (WFZ) play an important role in mining safety under challenging conditions; for example, when the coal seam is subject to a confined aquifer or the roadway is designed in close range to the coal seam. For the accurate estimation of the WFZ height, the theoretical prediction method was introduced based on the overlying composite strata structure and an empirical equation. In situ detection of the WFZ height and shape was performed in the Zhaizhen coal mine, China. The field detection was executed by injecting water into boreholes. Based on the analysis results of the variation in water seepage along these boreholes, the fracture intensity and the permeability of the overlying strata were studied, and the height and boundary shape of the WFZ were also confirmed. The measured height was consistent with the theoretical estimation, verifying that the WFZ developed upwards through the strata group acing as a unit. The final boundary of the WFZ presented an irregular saddle shape, and the boundary angle was approximately 75 degrees-78 degrees. According to the height and shape of the WFZ induced by mining of the lower coal seam, the fracture intensity and scope of the surrounding rock and the mining feasibility of the upper coal seam was evaluated in the Zhaizhen mine. A suitable roadway layout of the upper coal seam was also designed.
引用
收藏
页码:85 / 97
页数:13
相关论文
共 39 条
[1]  
Abbas M., 2012, INT J COAL GEOL, V98, P62, DOI DOI 10.1016/J.COAL.2012.04.005
[2]   Fractured zones detection using conventional petrophysical logs by differentiation method and its correlation with image logs [J].
Aghli, Ghasem ;
Soleimani, Bahman ;
Moussavi-Harami, Reza ;
Mohammadian, Ruhangiz .
JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2016, 142 :152-162
[3]   Observation and Numerical Analysis of the Scope of Fractured Zones Around Gateroads Under Longwall Influence [J].
Bai, Qing-Sheng ;
Tu, Shi-Hao ;
Wang, Fang-Tian ;
Zhang, Xiao-Gang ;
Tu, Hong-Sheng ;
Yuan, Yong .
ROCK MECHANICS AND ROCK ENGINEERING, 2014, 47 (05) :1939-1950
[4]   A zoning model for coal mining - induced strata movement based on microseismic monitoring [J].
Cheng, Guanwen ;
Ma, Tianhui ;
Tang, Chunan ;
Liu, Hongyuan ;
Wang, Sujian .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2017, 94 :123-138
[5]  
Coal Industry Bureau of China, 2000, COAL MIN REG COAL PI
[6]   Extraction of coal under a surface water body - a strata control investigation [J].
Gandhe, A ;
Venkateswarlu, V ;
Gupta, RN .
ROCK MECHANICS AND ROCK ENGINEERING, 2005, 38 (05) :399-410
[7]  
Gao B., 2014, Chin. J. Rock Mech. Eng, V33, P3384, DOI DOI 10.13722/J.CNKI.JRME.2014.S1.111
[8]   An innovative support technology employing a concrete-filled steel tubular structure for a 1000-m-deep roadway in a high in situ stress field [J].
Huang, W. P. ;
Yuan, Q. ;
Tan, Y. L. ;
Wang, J. ;
Liu, G. L. ;
Qu, G. L. ;
Li, C. .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2018, 73 :26-36
[9]  
[黄万朋 Huang Wanpeng], 2017, [采矿与安全工程学报, Journal of Mining & Safety Engineering], V34, P330
[10]   In situ Measurement of Hydraulic Properties of the Fractured Zone of Coal Mines [J].
Huang, Zhen ;
Jiang, Zhenquan ;
Tang, Xin ;
Wu, Xianshuai ;
Guo, Dechun ;
Yue, Zuncai .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (02) :603-609