|
|
|
| MONITORING AND NUMERICAL SIMULATION OF FORMATION OF WATER INRUSH PATHWAY CAUSED BY COAL MINING ABOVE CONFINED WATER WITH HIGH PRESSURE |
| XU Zhimin1,SUN Yajun1,GONG Siyuan2,ZHU Zongkui1 |
(1. School of Resources and Earth Science,China University of Mining and Technology,Xuzhou,Jiangsu 221116,China;
2. State Key Laboratory of Coal Resources and Safe Mining,China University of Mining and Technology,
Xuzhou,Jiangsu 221008,China) |
|
|
|
|
Abstract Mining-induced floor failure and formation of water conducted pathway is the necessary conditions for water inrush in coal mine,which are the basis for monitoring and predicting water inrush. In order to study the formation and evolution of floor failure and water conducted pathway caused by coal mining above confined water with high pressure in Xinyi coalmine,two research means,i.e. field monitoring and numerical simulation,are introduced. Subsequently,the variations of electrical resistivity,stress and pore water pressure of floor during mining process are analyzed. The result shows that the floor failure caused by coal mining above confined water with high pressure is influenced significantly by advanced supporting stress of working face and the failure depth of floor of working face 11011 is about 25 m,which is greater than general empirical value. Based on fluid-solid coupling theory,the established numerical simulation model of mining-induced floor failure can reflect the influencing factors of floor failure more accurately and objectively;and the maximum failure depth is up to 23.75 m,which is very close to field monitoring result. The variations of electrical resistivity,stress and pore water pressure can better reflect the whole process of mining-induced floor failure formation,water inrush pathway evolution and water filling. The conclusion indicates that the above-mentioned parameters can be used as the precursor information for monitoring and short-term predicting the water inrush hazards in coalmines.
|
|
Received: 26 March 2012
|
|
|
|
| [1] 赵铁锤. 华北地区奥灰水综合防治技术[M]. 北京:煤炭工业出版社,2006:1–19.(ZHAO Tiechui. Integrated control technology for Ordovician limestone water in North China[M]. Beijing:China Coal Industry Publishing House,2006:1–19.(in Chinese))
[2] 靳德武. 我国煤层底板突水问题的研究现状及展望[J]. 煤炭科学技术,2002,30(6):1–4.(JIN Dewu. Research status and outlook of water outburst from seam floor in China coal mines[J]. Coal Science and Technology,2002,30(6):1–4.(in Chinese))
[3] 李化敏,付 凯. 煤矿深部开采面临的主要技术问题及对策[J]. 采矿与安全工程学报,2006,23(4):468–471.(LI Huamin,FU Kai. Some major technical problems and countermeasures for deep mining[J]. Journal of Mining and Safety Engineering,2006,23(4):468–471.(in Chinese))
[4] 杨天鸿,唐春安,谭志宏,等. 岩体破坏突水模型研究现状及突水预测预报研究发展趋势[J]. 岩石力学与工程学报,2007,26(2):268–277.(YANG Tianhong,TANG Chun?an,TAN Zhihong,et al. State of the art of inrush models in rock mass failure and development trend for prediction and forecast of groundwater inrush[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(2):268–277.(in Chinese))
[5] 徐智敏. 深部开采底板破坏及高承压突水模式、前兆与防治[博士学位论文][D]. 徐州:中国矿业大学,2010.(XU Zhimin. Mining- induced floor failure and the model,precursor and prevention of confined water inrush with high pressure in deep mining[Ph. D. Thesis][D]. Xuzhou:China University of Mining and Technology,2010.(in Chinese))
[6] 张培森. 采动条件下底板应力场及变形破坏特征的研究[硕士学位论文][D]. 青岛:山东科技大学,2005.(ZHANG Peisen. Research of stress fields and deformation and breakage characters in coal seam floor under the condition of mining[M. S. Thesis][D]. Qingdao:Shandong University of Science and Technology,2005.(in Chinese))
[7] 牛建立. 煤层底板采动岩水耦合作用与高承压水体上安全开采技术研究[博士学位论文][D]. 西安:煤炭科学研究总院,2008.(NIU Jianli. A Study of coupling effect between rock and water in coal floor and safety mining technology under high groundwater pressure[Ph. D. Thesis][D]. Xi?an:China Coal Research Institute,2008.(in Chinese))
[8] 郑 纲. 煤矿底板突水机制与底板突水实时监测技术研究[博士学位论文][D]. 西安:长安大学,2004.(ZHENG Gang. The floor water bursting mechanism analysis of floor water bursting in coal mines and research on floor water bursting monitoring technique[Ph. D. Thesis][D]. Xi?an:Chang?an University,2004.(in Chinese))
[9] 赵启峰,孟祥瑞,刘庆林. 采动过程中底板岩层变形破坏与损伤机制分析[J]. 煤矿安全,2008,(4):12–16.(ZHAO Qifeng,MENG Xiangrui,LIU Qinglin. Damage mechanism analysis of deformation failure characteristics in floor strata during mining process[J]. Safety in Coal Mines,2008,(4):12–16.(in Chinese))
[10] 隋旺华,狄乾生. 开采沉陷土体变形与孔隙水压相互作用研究进展[J]. 工程地质学报,1999,7(4):303–309.(SUI Wanghua,DI Qiansheng. Study on interaction between soil mass deformation and pore water pressure during subsidence by mining[J]. Journal of Engineering Geology,1999,7(4):303–309.(in Chinese))
[11] SUI W H,DI Q S,SHEN W,et al. Mechanism and prediction of thick soil mass deformation due to mining subsidence[C]// OLIVERIA R,RODRIGUES L E,COELHO A G,et al ed. Proceedings of the 7th International Congress IAEG. [S.l]:[s.n.],1994:2 699–2 706.
[12] 刘树才,刘鑫明,姜志海,等. 煤层底板导水裂隙演化规律的电法探测研究[J]. 岩石力学与工程学报,2009,28(2):348–355.(LIU Shucai,LIU Xinming,JIANG Zhihai,et al. Research on electrical prediction for evaluation water conducting fracture zones in coal seam floor[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(2):348–355.(in Chinese))
[13] 马立强,张东升,缪协兴,等. FLAC3D模拟采动岩体渗流规律[J]. 湖南科技大学学报:自然科学版,2006,21(3):1–5.(MA Liqiang,ZHANG Dongsheng,MIAO Xiexing,et al. Numerical simulation of seepage regularities with FLAC3D in the overlying strata in mining rockmass[J]. Journal of Hunan University of Science and Technology:Natural Science,2006,21(3):1–5.(in Chinese))
[14] 张西民,马培智. 采煤工作面顶板来压和底板突水关系的数值模拟[J]. 煤田地质与勘探,1998,26(增):33–35.(ZHANG Ximin,MA Peizhi. A numerical simulation of the relationship between roof pressure and water inrush from floor[J]. Coal Geology and Exploration,1998,26(Supp.):33–35.(in Chinese))
[15] 李海梅,关英斌. 综采工作面底板破坏深度的研究[J]. 矿山压力与顶板管理,2002,(3):52–54.(LI Haimei,GUAN Yingbin. Research of coal seam floor?s fracture depth of fully-mechanized mining face[J]. Ground Pressure and Strata Control,2002,(3):52–54.(in Chinese))
[16] 张玉军. 基于固流耦合理论的覆岩破坏特征及涌水量预计的数值模拟[J]. 煤炭学报,2009,34(5):610–613.(ZHANG Yujun. Numerical simulation on forecasting water inflow and failure characteristic of overburden strata based on fluid-solid coupling theory[J]. Journal of China Coal Society,2009,34(5):610–613.(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. |
|
|
|
|