煤巷顶板锚索补强支护参数敏感性分析

    Sensitivity Analysis of Anchor Reinforcement Support Parameters on Roof Stability of Coal Roadway

    • 摘要: 采用离散单元分析软件UDEC4.0对煤巷顶板稳定性锚索补强支护参数敏感性进行了分析。结果表明:锚索间排距为顶板稳定性的第一影响因素,影响性显著,锚索直径次之,影响性较为显著,锚索预紧力、锚杆长度、锚固段长度分列其后,影响性均为特别不显著。在实际的工程应用中对顶板稳定性影响较大的锚索支护参数应重点考虑,在保证顶板稳定的前提下,即可节省支护成本,又可加快施工速度。

       

      Abstract: Sensitivity analysis of anchor reinforcement support parameters on roof stability of coal roadway with discrete element analysis software UDEC4.0 is carried out. Orthogonal test shows that spacing between anchors is the first impact factor on roof stability, the impact is most significant; anchor diameter takes second place, and the impact is more significant; anchor preload force, anchor length, length of anchoring section follows subsequently, and the impact is not particularly significant. In practical engineering applications, cable support parameters should be focused on roof stability in ensuring the stability of the roof, saving material and speeding up construction.

       

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