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受贯通裂隙控制岩体巷道稳定性试验研究

EXPERIMENTAL STUDY ON ROADWAY STABILITY IN ROCKMASS WITH CONNECTED FISSURES

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【作者】 宋选民顾铁凤柳崇伟

【Author】 Song Xuanmin1,Gu Tiefeng2,Liu Chongwei1 (1 Mining Research Center,Taiyuan University of Technology,Taiyuan 030024 China) (2Engineering Mechanics Department ,Taiyuan University of Technology,Taiyuan 030024 China)

【机构】 太原理工大学采矿研究所太原理工大学理学院工程力学系太原理工大学采矿研究所 太原030024太原030024太原030024

【摘要】 研究了构造控制性裂隙与巷道布置不同匹配对回采巷道的稳定性影响规律。分析了裂隙间距)(I、裂隙倾角)(f及其裂隙方位和巷道轴向夹角)(a等因素对巷道围岩收敛变形的影响,提出构造控制性贯通裂隙条件下保证巷道稳定及其维护的裂隙-巷道轴线匹配布置原则。

【Abstract】 The influence of multiple kinds of matching of tectonically controlled fissures and the roadway layout on the stability of mining roadway were studied. The effects of fissure spacing(I),the inclination of fissure)(f,the angle of the fissure bearing with the roadway axis)(aon the convergence deformation of the roadway surrounding rocks were analyzed. And the layout principle of matching of fissure and roadway axis for guaranteeing the stability and maintenance of the roadway under the condition of technically controlled connected fissures was proposed.

【基金】 山西省自然科学基金(991029)资助项目。
  • 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2002年12期
  • 【分类号】TU457
  • 【被引频次】43
  • 【下载频次】371
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