ISSN: 2375-3846
American Journal of Science and Technology  
Manuscript Information
 
 
Optimization Method for Setting Waterproof Coal-Rock Pillar of Gently Inclined Coal Seam Under Cenozoic Loose Aquifer
American Journal of Science and Technology
Vol.2 , No. 4, Publication Date: May 13, 2015, Page: 124-133
2317 Views Since May 13, 2015, 1310 Downloads Since May 13, 2015
 
 
Authors
 
[1]    

Wang Hua, Institute of Mine Construction, Tiandi Science and Technology Co., Ltd., Beijing, China; Beijing China Coal Mine Construction Engineering Company Co., Ltd., Beijing, China; National Engineering Laboratory for Deep Shaft Construction Technology in Coal Mine, Beijing, China.

 
Abstract
 

Rationally setting waterproof coal-rock pillar of Cenozoic loose sedimentary aquifer is the presupposition to improve coal recovery and ensure mine safety. Firstly, we had rock mechanics test for overburden strata of 8 coal seam at the upper section in West No.1 Mining Area of Panji No.3 Mine in Huainan Panji-xieqiao Mining Area, and pumping test for the Lower Aquifer of Cenozoic loose sedimentary stratum and 8 coal seam roof sandstone water; Secondly, we used “Regulations of pillar leaving and coal mining under building, water, railway and main shaft and tunnel” (“Three Under Regulations” for short), “Water prevention regulation of coal mines” to analyze and calculate the safe waterproof coal pillar setting thickness between the Lower Aquifer of Cenozoic loose sedimentary stratum and 8 coal seam, and had optimization design of mining faces were carried out at this section; Thirdly, through similar simulation test, we studied the deformation evolution law of overburden strata along the inclined direction of 8 coal seam, and analyzed the relations between uphill caving angle, downhill caving angle and dip angle of coal seam, thereby the feasibility of reducing waterproof coal pillar between the Lower Aquifer of Cenozoic loose sedimentary stratum and 8 coal seam was calculated and analyzed, and the feasible research methodology for the reasonable design of waterproof coal and rock pillar for gently inclined coal seam under extremely thick unconsolidated strata were explored.


Keywords
 

Gently Inclined Coal Seam, Cenozoic Loose Sedimentary Aquifer, Waterproof Coal Pillar, Optimization Method, Similar Simulation Test, Caving Angle


Reference
 
[01]    

LI Jingke, SONG Hualing, YU Hong. Analysis on international competitive advantage of China's coal trade[J]. Coal Economic Research, 2008(1): 21-23.

[02]    

WU Shiyu, WANG Meili. The position of coal in Chinese energy supply[J]. Coal Processing and Comprehensive Utilization, 2006(5):2-8.

[03]    

PAN Weier. Review of 2000 Coal Economy Operation in China[J]. Energy of China,2001(5):5-9.

[04]    

LIU Wenge. Analysis and prospects of China's coal imports situation[J]. China Coal, 2013, 39(4):117~120.

[05]    

FANG Xucun. Study on the mining technology of seam under water carrier in Quaternary system[M.S Thesis] [D]. Qingdao: Shandong University of Science and Technology, 2006.

[06]    

YUAN Liang, QIN Yong, CHENG Yuanping, et al. Scenario predication for medium-long term scale of coal mine methane drainage in China[J]. Journal of China Coal Society, 2013, 38(4):529-534.

[07]    

DU Feng. Study on retaining safety coal pillar against sand with fully mechanized caving under thick alluvium and thin bed rock[M.S Thesis][D]. Huainan: Anhui University of Science and Technology, 2008.

[08]    

DOU Jianhuan. Study on reasonable width of coal and rock pillar under thick Aquiferous loose bed[M.S Thesis][D]. Huainan: Anhui University of Science and Technology, 2007.

[09]    

ZHANG Zhilong. The research of reasonable setting up pillar coal to prevent sand from collapsing in the moderate and thick unconsolidated formation-the example of Baishan Coal Mine[M.S Thesis][D]. Huainan: Anhui University of Science and Technology, 2005.

[10]    

JING Jidong. Roof giant conglomerate and technology controlling roof water[Ph.D Thesis] [D]. Qingdao: Shandong University of Science and Technology, 2006.

[11]    

WANG Rui, MENG Zhaoping, XIE Xiaotong, et al. Waterproof coal pillar reasonable design and numerical simulation under extremely thick unconsolidated strata[J]. Coal Geology and Exploration, 2011, 39(1): 31-35.

[12]    

Branch of Beijing Mining Institute, China Coal Research Institute. The application and law for ground surface movement and overburden failure in coal mine[M]. Beijing: China Coal Industry Publishing House, 1981.

[13]    

China State Coal Industry Bureau. Regulations of pillar leaving and coal mining under building, water, railway and mail shaft and tunnel[M]. Beijing: China Coal Industry Publishing House,2000.

[14]    

China State Administration of Work Safety of P. R. China, State Administration of Coal Mine Safety of P. R. China. Water prevention regulation of coal mines[S]. Beijing: China Coal Industry Publishing House, 2009.

[15]    

GAO Yanfa. “Four-zone” model of rockmass movement and back analysis of dynamic displacement[J]. Journal of China Coal Society, 1996, 21(1): 51-56.

[16]    

QIAN Minggao, XU Jialin, MIAO Xiexing. Green Technique in Coal Mining[J]. Journal of China University of Mining and Technology, 2003, 32 (4): 343-347.

[17]    

ZHAN Yubao, LIU Huanzhi, YOU Chun-an. Fluid-Solid coupling analysis of the safety of the waterproof coal pillar[J].China Mining Magazine, 2010, 19 (4): 89-92.

[18]    

MENG Zhaoping, GAO Yanfa, LU Aihong. Theory and method of water inrush risk assessment in coal mine[M].Beijing: Science Press, 2011.

[19]    

MENG Zhaoping, GAO Yanfa, LU Aihong, et al. Water inrush risk evaluation of coal mining under Quaternary alluvial water and reasonable design method of waterproof coal pillar[J]. Journal of Mining & Safety Engineering, 2013, 30(1):23-29.

[20]    

JIAO Yang, BAI Haibo, ZHANG Boyang, et al. Research on the effect of coal mining on the aquifer of Quaternary loose soils[J]. Journal of Mining & Safety Engineering, 2012, 29(2):239-244.

[21]    

MA Liqiang, ZHANG Dongsheng, LIU Yude, et al.Aquifer-protective mining technology in shallow coal seam with thin bedrock[J].Journal of Hunan University of Science & Technology,2008,23(1):1-5.

[22]    

XU Lianli. Research method and its application on water damage of roof at Pingshuo No.1 Shaft[Ph. D Thesis][D]. Xuzhou: China University of Mining and Technology, 2010.

[23]    

SHI Longqing, YU Xiaoge, WEI JiuChuan, et al. An analysis of factors affecting water-inrush from the number 4 coal seam roof conglomerate in the Huafeng Coal Mine[J]. Journal of China University of Mining and Technology, 2010, 39 (1): 26-31.

[24]    

LIN Qing. Analysis on cause of support crushing and water inrush at No.7130 fully mechanized mining face in Qidong Coal Mine[J]. China Coal, 2012, 38(12):44-47. (in Chinese)

[25]    

Hua WANG, Changcai FANG, Yiguo SHU, et al. Mining design optimization research on the northern section of 8 coal seam in west No.1 mining area in Pansan Mine[J]. Applied Mechanics and Materials, 2013, Vols.634-638, 3394-3403.

[26]    

WANG Hua. Study on dynamic evolution law of roof and seam floor impermeability under mining by two-way threat of confined water in North-China-Type coalfields——taking Shuangliu Coal Mine as the example[Report of Postdoctoral][R]. Beijing: University of Science and Technology Beijing, 2012.

[27]    

REN Yanfang, NING Yu, QI Qingxin. Physical analogous simulation on the characteristic of overburden breakage at shallow longwall coalface[J]. Journal of China Coal Society, 2013, 38(1):61-66.





 
  Join Us
 
  Join as Reviewer
 
  Join Editorial Board
 
share:
 
 
Submission
 
 
Membership