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深埋高应力围岩变形破坏三维物理模拟试验
引用本文:马元,何国军,周振,戴仕敏.深埋高应力围岩变形破坏三维物理模拟试验[J].交通科技与经济,2009,11(1):1-3.
作者姓名:马元  何国军  周振  戴仕敏
作者单位:上海隧道股份有限公司,上海,200080
摘    要:随着我国浅部资源的逐渐减少和枯竭,矿物资源地下开采的深度越来越大,深埋高应力巷道的围岩变形、破坏规律的研究显得更加重要。采用WYQ1000—Ⅰ型地下工程综合模拟试验系统,通过三维物理试验模拟巷道的真实开挖、变形和破坏过程,研究有、无支护体系形态下的围岩变形,针对围岩应力以及位移变形破坏特征进行深入分析,得出深埋高应力巷道围岩变形破坏及支护作用机理。

关 键 词:深埋高应力  三维物理模拟  变形机理

3D Physical Model Research on the Deformation-Failure Mechanism of Rockmass under High Stress in Deep-mining
MA Yuan,HE Guo-jun,ZHOU Zhen,DAI Shi-min.3D Physical Model Research on the Deformation-Failure Mechanism of Rockmass under High Stress in Deep-mining[J].Technology & Economy in Areas of Communications,2009,11(1):1-3.
Authors:MA Yuan  HE Guo-jun  ZHOU Zhen  DAI Shi-min
Institution:Shanghai Tunnel Engineering Co.;LTD. Shanghai 200080;China
Abstract:With the decreasing of the coal resources in shallow bed,coal mining will shift to be in deep one after the other,and at the same time the research on the surround-rock's deformation-failure mechanism in deep-mining high stress roadway is becoming more and more important.We simulated the roadway's excavation,deformation and fracture characteristics by the equipment of WYQ1000-I under two different situations:with support and without support.We proceeds thorough research on the stress and characteristics of ...
Keywords:deep-mining high stress  3D physical model  deformation-failure mechanism  
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