岳高伟, 袁军伟, 冯帆. 梯形断面掘进巷道围岩稳定性数值模拟[J]. 煤矿安全, 2012, 43(11): 45-47.
    引用本文: 岳高伟, 袁军伟, 冯帆. 梯形断面掘进巷道围岩稳定性数值模拟[J]. 煤矿安全, 2012, 43(11): 45-47.
    YUE Gao-wei, YUAN Jun-wei, FENG Fan. Numerical Simulation of Surrounding Rock Stability in the Excavation Roadway with Trapezoidal Section[J]. Safety in Coal Mines, 2012, 43(11): 45-47.
    Citation: YUE Gao-wei, YUAN Jun-wei, FENG Fan. Numerical Simulation of Surrounding Rock Stability in the Excavation Roadway with Trapezoidal Section[J]. Safety in Coal Mines, 2012, 43(11): 45-47.

    梯形断面掘进巷道围岩稳定性数值模拟

    Numerical Simulation of Surrounding Rock Stability in the Excavation Roadway with Trapezoidal Section

    • 摘要: 针对埋深和断面对巷道围岩破坏这一煤矿安全的关键问题,通过对掘进巷道围岩的理论建模,分析了不同埋深梯形掘进巷道的围岩应力场和位移的变化规律,结果表明:随着埋深增加,无锚杆支护的巷道两侧会受到很大的应力而发生变形直至破坏,而锚杆支护后,可以明显降低围岩周围的应力,且巷道位移较小,不产生破坏。煤矿巷道开挖后,应立即进行锚杆支护,可以十分有效的控制巷道两侧围岩以及顶板和底板的变形,从而使巷道处于安全状态。

       

      Abstract: Embedded depth and sectional form are key problems of coal mine safety for surrounding rock destruction in roadway.In this paper the model of excavation roadway is established to study the law of stress and displacement of surrounding rock for trapezoidal excavation roadway in different embedded depth.The results show that: as the embedded depth increasing,the stress on both sides of no bolting roadway is much larger,which causes the roadway deformation even destruction;but after bolting,the stress and displacement can obviously reduce,surrounding rock will not be destroyed.After excavation,the roadway should be supported immediately to effectively control the deformation of surrounding rock in sides,roof and floor,which make the roadway in a safe state.

       

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