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露井联采边帮隔离煤柱宽度确定

Determination of Width of Isolated Coal Pillar for Side Wall Combined Mining
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摘要 边帮隔离煤柱宽度直接影响着井工回采工作面的安全和煤层的回收率,所以确定边帮隔离煤柱宽度尤为重要。根据矿山地质资料与开采现状,运用FLAC^(3D)软件建立矿山边坡模型。通过模拟边帮下部煤层的开采情况,分析不同宽度边帮隔离煤柱的垂直应力分布规律,并结合数值计算确定出合理的边帮隔离煤柱宽度,从而指导露井联采的进行。 The width of isolated coal pillar directly influences safety of the stope face and the recovery rate of coal seam,so it is important to determine the width of the isolated coal pillar. Based on geological data and mining status,and established a mine slope model by FLAC3D software. Through simulate circumstance of slope under coal mining, analyzed different width for isolated coal pillar vertical stress distribution and numerical calculation determine the slope isolation width of coal pillar,so as to guide the conduct of open underground mining.
作者 侯殿坤 赵燚 张雪虎 Hou Dian-kun;ZHAO Yi;ZHANG Xue-hu(Mining Research Institute, Inner Mongolia Unive~ity of Science and Technology, Baotou 014010, China)
出处 《煤炭技术》 CAS 2018年第5期14-15,共2页 Coal Technology
关键词 FLAC……3D 边帮隔离煤柱 垂直应力 露井联采 FLAC^3D side wall isolated coal pillar vertical stress open well combined mining
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  • 1郭惟嘉,王勇义.采空区上方修建大型建筑物地基稳定性评价[J].岩土力学,2004,25(z1):57-59. 被引量:27
  • 2王明立,胡炳南,赵有星.采煤沉陷区工程建筑物地基的稳定性分析[J].煤炭科学技术,2006,34(3):72-75. 被引量:21
  • 3王明立,张华兴.开滦唐家庄矿采空区上方地基稳定性评价[J].矿山测量,2006,34(2):63-65. 被引量:2
  • 4谭志祥,邓喀中.采动区建筑物附加地基反力变化规律研究[J].煤炭学报,2007,32(9):907-911. 被引量:12
  • 5PLONKA M.Zastosowanie przestrzennego modelu gor-otworu dla ilustracji stanu zagrozenia wstrzasami na przykladzie pola sciany 231 w zg Piekary [ J ].Prace Naukowe Instytutu Geotechniki I Hydrotechniki Po-litechniki Wroclawskiej,2001,73(4):405-410.
  • 6SINOPALNIKOV S G.Determination of limit horizon-tal displacements of bases of framed buildings in sub-sidenee area [ J].Soil Mechanics and Foundation En-gineering,1985,22(4):152-154.
  • 7KARMIS,JAROSZ,SCHILIZZI.Surface deformation eharaeteristies above mined areas [ J ].Trans Inst Eng Aust Civ Eng,1987,29(2):106-114.
  • 8KAWULOK,MARIAN.Method of Identification of the Load Parameters of a Building Located in a Mine Sub-sidence Area[J].Archiwum Inzynierii Ladowej,1983,29,(1/2):97-118.
  • 9DECK,OLIVIER.Taking the soil-structure interaction into account in assessing the loading of a structure in a mining subsidence area [ J].Engineering Structures,2003,25(4):435-448.
  • 10AEDA F.OCHIAI H.YASUFUKU,et al.Bearing capacity of shallow foundations considering inclinations of load and bearing stratum [ J ].BGA International Conference on Foundations,2003(5):569-579.

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