[1]来兴平,马敬,张卫礼,等.急倾斜煤层煤岩变形局部化特征现场监测[J].西安科技大学学报,2012,(04):409-414.
 LAI Xing-ping,MA Jing,ZHANG Wei-li WANG Qing-song,et al.Field monitoring of localized deformation characteristics around rock in steep coal seam[J].Journal of Xi'an University of Science and Technology,2012,(04):409-414.
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西安科技大学学报[ISSN:1672-9315/CN:61-1434/N]

卷:
期数:
2012年04期
页码:
409-414
栏目:
出版日期:
2012-08-31

文章信息/Info

Title:
Field monitoring of localized deformation characteristics around rock in steep coal seam
文章编号:
1672-9315(2012)04-0409-06
作者:
来兴平12马敬12张卫礼12王青松12崔峰12
1.西安科技大学 能源学院,陕西 西安 710054; 2.教育部 西部矿井开采及灾害防治重点实验室,陕西 西安 710054
Author(s):
LAI Xing-ping12MA Jing12ZHANG Wei-li12 WANG Qing-song12CUI Feng12
1.College of Energy Science and Engineering,Xi'an University of Science and Technology,Xi'an 710054,China; 2.Key Laboratory of Western Mine Exploitation and Hazard Prevention of Ministry of Education,Xi'an 710054,China
关键词:
急倾斜特厚煤层 开挖扰动区 动压作用 变形局部化 现场光学观测
Keywords:
steep and heavy thick coal seam excavation disturbed zone(EDZ) dynamic pressure dependence deformation localization field optic observation
分类号:
TP 325
文献标志码:
A
摘要:
急倾斜煤层开挖扰动区煤体动态变形具有明显局部化特征,易诱致动力学破坏。以大洪沟矿巷道动压防治为目标,通过煤岩局部化变形指标分析,室内测试、现场光学观测和表面变形监测等方法,定量分析了动压巷道两帮和顶板不同深度的侧向与垂直变形及演化特征。结果表明:巷道局部化变形差异性显著,在两巷交汇区域,B3巷道最大侧向变形达0.5 m,顶板最大垂直变形达0.6 m.确定动压破坏严重区域范围为15.0~20.0 m.这为现场灾害预测和调控提供判据。
Abstract:
There exist the localization characteristics of coal-rockmass dynamic deformation surrounding excavation disturbed zone(EDZ)in steep and heavy thick coal seam.The dynamic destabilization and damage would be induceded.For the purpose of the dynamic pressure prevention to roadway of Dahonggou mine,the analysis of coal-roakmass localization deformation index,expeiment test,field optic observation and superficies deformation,etc.,had been performed.The lateral and perpendicular deformation and their evolvement characteristics upon the wall and roof were quantitatively analyzed at various depth in dynamic pressure roadway.The results indicated that the diversity of roadway localization deformation is very remarkable.At the roadway crossing zone,the maximal lateral and roof perpendicular deformation of B3 roadway is 0.5 m and 0.6 m,respectively.The 15.0~20.0 m range of dynamic pressure destabilization were determined.Those provides necessary basis for hazard prediction and dynamic control.

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备注/Memo

备注/Memo:
收稿日期: 2012-03-12
基金项目:国家自然科学基金(10772144),教育部博士点基金(20096121110001),陕西省自然科学基金重点项目(2011JZ010)和陕西省重点实验室重点资助(09JS018)项目
通讯作者:来兴平(1971-),男,宁夏平罗人,教授,博士生导师,主要从事岩石力学测试和煤岩动力灾害防治基础研究.
更新日期/Last Update: 1900-01-01