基于离散元的层状岩体巷道围岩变形破坏规律研究

    Study on Deformation and Failure Laws of Surrounding Rock in Layered Rock Roadway by Discrete Element Method

    • 摘要: 为研究层状岩体条件下巷道围岩的变形破坏规律,以山东郓城煤矿1条轨道大巷为研究背景,采用PFC2D离散元软件对其开挖卸载过程中围岩的应力、变形和裂纹发展规律展开研究,并在此基础上分析了岩层厚度变化对围岩变形破坏结果的影响。研究结果表明:层状岩体巷道开挖后,顶板岩体主要在浅部1 m左右的泥岩内出现非平滑过渡的径向位移,而底板岩体则在泥岩层内整体隆起,出现离层现象;直墙拱形巷道围岩裂纹首先出现在两侧墙脚以及拱顶位置处,随着开挖暴露时间的增长,巷道拱顶裂纹将逐渐往顶部以及两侧扩展,进而引发冒顶事故;随着泥岩层厚度的增加,巷道周边岩体位移和破坏范围均表现出先减小后增大的变化现象。

       

      Abstract: In order to study the deformation and failure laws of roadway surrounding rock under the condition of layered rock, the one orbit lane of Shandong Yuncheng Coal Mine was taken as the research background, and PFC2D discrete element software was adopted to study the stress, deformation and crack development of surrounding rock during excavation. Meanwhile, the influence of rock thickness variation on deformation and failure of surrounding rock was analyzed. The results show that: after the excavation of layered rock roadway, the radial displacement of surrounding rock roof will have a non-smooth transition in shallow of mudstone about 1 m, while the surrounding rock floor in the mudstone will overall uplift and appear phenomenon of separation; the surrounding rock crack of straight wall arch roadway will first appear at the vault and wall foot on both sides, with the increase of the excavation time, the crack of the roadway will gradually extend to the top and two sides, which causes a roof fall accident; with the increase of mudstone layer thickness, the displacement and failure area of the roadway surrounding rock will both decrease first and then increase.

       

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