等间距底锚巷道层状底板变形失稳力学机理

    Mechanics Mechanism of Deformation and Instability of Layered Floor with Equal Spacing Anchor Roadway

    • 摘要: 为探索等间距底锚巷道层状底板变形失稳的力学机理,以常村煤矿S6采区2#回风上山为研究对象,在调研其工程地质的基础上,建立等间距底锚巷道层状底板力学模型;运用力学理论分析了层状底板压曲作用机理,构建了层状底板任分层鼓起失稳的力学判定准则;借助提出的力学判定准则,对S6采区2#回风上山底板的稳定性进行了力学判定与分析评价,得到了最先发生破坏及导致支护体系失效的岩层。

       

      Abstract: To explore the mechanical mechanism of deformation and instability of equal-spacing anchor roadway, taking 2# return air uphill in S6 mining area of Changcun Mine as research subject, based on the investigation of its engineering geological condition, a mechanical model of floor with equal spacing anchor roadway was established; the mechanism of buckling of layered floor is analyzed by mechanics theory, and the criterion of mechanics is established. With the aid of the proposed mechanical criterion, the stability of No.2 return air uphill floor in S6 mining area is judged and evaluated mechanically, and the rock strata that are the first to fail and lead to support system failure are obtained.

       

    /

    返回文章
    返回