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基于角位移临界值的顶板裂隙带高度研究

Study of water-flow fractur-zone height based on the critical value of rock angular displacement

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【作者】 许进鹏边凯程久龙齐跃明

【Author】 XU Jin-peng1,2,BIAN Kai1,CHENG Jiu-long3,QI Yue-ming1(1.School of Resources and Earth Science,China University of Mining & Technology,Xuzhou,Jiangsu 221116,China;2.State Key Laboratory of Geomechanics and Deep Underground Engineering,China University of Mining & Technology,Xuzhou,Jiangsu 221008,China;3.State Key Laboratory of Coal Resources and Safe Mining,China University of Mining & Technology,Beijing 100083,China)

【机构】 中国矿业大学资源与地球科学学院中国矿业大学深部岩土力学与地下工程国家重点实验室中国矿业大学煤炭资源与安全开采国家重点实验室

【摘要】 顶板导水裂隙带是煤层顶板水进入工作面的重要通道.根据工作面采空区的空间形态和超限应力、有限空间的特点,采用岩层角位移临界值为判据,得出了导水裂隙带高度计算公式,并且将理论计算值与任楼煤矿实测数据进行了对比,验证了该公式正确可靠.通过该公式分析表明:采高与导水裂隙带高度的线性相关、碎胀系数、角位移值临界值越小,导水裂隙带高度越大,其中采高和碎胀系数权重较大.

【Abstract】 The fractured zone through which water flows is one of the important passages where roof crevice water enters the working face.The spatial pattern of the goaf and the characteristic overstress and limited space were used to formulate a criterion for deducing the height of this water-flow fractured zone.The criterion was based on the critical value of rock angular displacement.The formula is correct and reliable compared to measured data obtained from the Renlou coal mine.The formula shows that the height of the water-flow fractured zone is linearly related to the mining height,the coefficient of bulk,and the critical value of rock angular displacement.As these decrease the height of the water-flow fractured zone increases.The mining height and coefficient of bulk have more influence on the height of the fractured zone through which water flows.

【基金】 国家重点基础研究(973)计划项目(2007CB209400);国家自然科学基金项目(50774051)
  • 【文献出处】 中国矿业大学学报 ,Journal of China University of Mining & Technology , 编辑部邮箱 ,2011年04期
  • 【分类号】TD327.2
  • 【被引频次】7
  • 【下载频次】333
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