|
|
|
| MODIFICATION AND APPLICATION OF CRITICAL WATER OUTBURST COEFFICIENT IN COALMINE BASED ON THE CONCEPT
OF EFFECTIVE STRESS |
| YANG Tianhong1,LIU Honglei1,ZHU Wancheng1,MENG Zhaoping2,WANG Rui2 |
| (1. College of Recourses and Civil Engineering,Northeastern University,Shenyang,Liaoning 110004,China;2. College of Geosciences and Surveying Engineering,China University of Mining and Technology,Beijing 100083,China) |
|
|
|
|
Abstract Water outbursts from coalmine floor and hydraulic fracturing have the homologous mechanical mechanisms,which are all to determine the critical water pressure during failure process(water outburst coefficient is defined as critical water pressure per unit thickness of floor). The effect of effective stress coefficient is remarkable through hydraulic fracturing theoretical analysis. The influence of different effective stress coefficients during the process of water outburst in coal mine floor is discussed from static and transient aspects by in-situ case simulation,respectively. The formula of modified critical water outburst coefficient under different seepage conditions in coal mine floor is derived according to the theory of effective stress. Finally,calculation and field test methods of modifying water outburst coefficient are proposed according to different seepage conditions in coal mine floor,which have significant theoretical and practical senses for understanding the essences of water outburst induced by rock failure,the connotation of water outburst coefficient,and the guidance of seepage control design by grouting.
|
|
Received: 20 May 2011
|
|
|
|
| [1] 张金才,张玉卓,刘天泉. 岩体渗流与煤层底板突水[M]. 北京:地质出版社,1997.(ZHANG Jincai,ZHANG Yuzhuo,LIU Tianquan. Rock mass permeability and water inrush of coal mine floor[M]. Beijing:Geological Publishing House,1997.(in Chinese))
[2] 施龙青,韩 进. 底板突水机制及预测预报[M]. 北京:中国矿业大学出版社,2004.(SHI Qinglong,HAN Jin. Floor water-inrush mechanism and prediction[M]. Beijing:China University of Mining and Technology Press,2004.(in Chinese))
[3] 国家安全生产监督管理总局. 煤矿防治水规定[M]. 北京:煤炭工业出版社,2009.(State Administration of Work Safety. The procedures of preventing water in coal mine[M]. Beijing:Coal Industry Press,2009.(in Chinese))
[4] 王永红,沈 文. 中国煤矿水害预防及治理[M]. 北京:煤炭工业出版社,1996:253.(WANG Yonghong,SHEN Wen. Coal mine water disaster of prevention and management in China[M]. Beijing:Coal Industry Press,1996:253.(in Chinese))
[5] 董书宁. 对中国煤矿水害频发的几个关键科学问题的探讨[J]. 煤炭学报,2010,35(1):66–71.(DONG Shuning. Some key scientific problems on water hazards frequently happened in China?s coal mines[J]. Journal of China Coal Society,2010,35(1):66–71.(in Chinese))
[6] 刘其声. 关于突水系数的讨论[J]. 煤田地质与勘探,2009,37(4):34–37.(LIU Qisheng. A discussion on water inrush coefficient[J]. Coal Geology and Exploration,2009,37(4):34–37.(in Chinese))
[7] ZHANG J C,MAO B,ROEGIERS J C,et al. Experimental determination of stress-permeability relationship[C]// Pacific Rock 2000. Rotterdam:A. A. Balkema,2000:817–822.
[8] 冯增朝,吴 海,赵阳升. 裂隙岩体有效应力规律数值试验研究[J]. 太原理工大学学报,2003,34(6):713–715.(FENG Zengchao,WU Hai,ZHAO Yangsheng. The numerical study of effective stresses law of rock mass[J]. Journal of Taiyuan University of Technology,2003,34(6):713–715.(in Chinese))
[9] SCHMITT D R,ZOBACK M D. Poroelastic effects in the determination of the maximum horizontal principal stress in hydraulic fracturing tests—a proposed breakdown equation employing a modified effective stress relation for tensile failure[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1989,26(6):499–506.
[10] WALSH J B. Effect of pore pressure and confining pressure on fracture permeability[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1981,18(5):429–435.
[11] JONES F O. A laboratory study of the effects of confining pressure on fracture flow and storage capacity in carbonate rock[J]. Journal of Petroleum Technology,1975,16(5):249–257.
[12] 赵阳升. 煤体–瓦斯耦合数学模型及数值解法[J]. 岩石力学与工程学报,1994,13(3):229–239.(ZHAO Yangsheng. Coupled mathematical model on coal mass-methane and its numerical method[J]. Chinese Journal of Rock Mechanics and Engineering,1994,13(3):229–239.(in Chinese))
[13] BERNABE Y. The effective pressure law for permeability in Chelmsford granite and barre granite[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1986,23(3):267–275.
[14] BRIDGEMAN P W. Breaking tests under hydrostatic pressure and conditions of rupture[J]. Philosophical Magazine,1912,24:63–80.
[15] BRUNO M S,NAKAGAWA F M. Pore pressure influence on tensile fracture propagation in sedimentary rock[J]. International Journal of Rock Mechanics and Mining Sciences,1991,26(4):261–273.
[16] 杨天鸿,郑 宏,张永彬,等. 抚顺西露天矿边坡水压分布特征及疏干减压工程实践[J]. 煤炭学报,2003,28(6),573–577.(YANG Tianhong,ZHENG Hong,ZHANG Yongbin,et al. Features of slope hydraulic pressure distribution and practice for dewatering in Fushun Open Pit[J]. Journal of China Coal Society,2003,28(6),573–577.(in Chinese))
[17] ZOBACK M D,POLLARD D D. Hydraulic fracture propagation and the interpretation of the pressure-time records for in-situ stress determination[C]// Proceedings of 19th U.S. Rock Mechanics Symposium. Nevada:[s.n.],1978:14–22.
[18] RUMMEL F. Fracture mechanics approach to hydraulic fracturing stress measurements[J]. Fracture Mechanics of Rock,1987,83:217–239.
[19] HUBBERT M K,WILLIS D G. Mechanics of hydraulic fracturing[J]. Transaction of American Institute of Mining,Metallurgical,and Petroleum Engineers,1957,210:153–166.
[20] CHARLEZ P A. Rock mechanics. II:petroleum applications[M]. Paris:Technical Publisher,1991.
[21] HAIMSON B C,FAIRHURST C. Initiation and extension of hydraulic fractures[J]. International Journal of Rock Mechanics and Mining Sciences,1967,7:310–318.
[22] DETOURNAY E,CHENG A D. Influence of pressurization rate on the magnitude of thebreakdown pressure[C]// Proceedings of the 33rd US Rock Mechanics Symposium. Rotterdam:Balkema,1992:325–333.
[23] SONG I,HAIMSON B C. Effect of pressurization rate and initial pore pressure on the magnitude of hydrofracturing breakdown pressure in table rock sandstone[C]// The 38th Symposium on Rock Mechanics in the National Interest. Washington D. C.:[s.n.],2001:235–242.
[24] 孟召平,易 武,兰 华,等. 开滦范各庄井田突水特征及煤层底板突水地质条件分析[J]. 岩石力学与工程学报,2009,28(1):228–237.(MENG Zhaoping,YI Wu,LAN Hua,et al. Water inrush characteristics of Fangezhuang coalmine field in Kailuan and its geological condition analysis of water inrush from coal seam floor[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(1):228–237.(in Chinese))
[25] 孟召平,彭苏萍,黎 洪. 正断层附近煤的物理力学性质变化及其对矿压分布的影响[J]. 煤炭学报,2001,26(6):561–566.(MENG Zhaoping,PENG Suping,LI Hong. Influence of normal faults on the physical and mechanical properties of coal and the distribution of underground pressure[J]. Journal of China Coal Society,2001,26(6):561–566.(in Chinese)) |
| [1] |
LI Botao1, 2, 3, TAN Yuxuan1, LIN Haifei4, 5*, WEI Jianping1, 2, 3, ZHANG Hongtu1, 2, 3, LI Shugang4, 5, WEI Zongyong4, 5, WANG Pei4, LUO Rongwei4, LIU Yanwei1, 2, 3. Mechanical properties and mesoscopic damage evolution of coal under liquid-nitrogen freezing at different initial temperatures[J]. , 2026, 45(6): 1757-1772. |
|
|
|
|