大变形巷道锚杆锚索支护稳定性数值模拟

    Numerical Simulation of Bolt and Cable Supporting Stability for Large Deformation Roadway

    • 摘要: 以矿井回采巷道为研究背景,通过锚杆-围岩(煤)的协调作用机理,对锚杆+短锚杆搭配支护形式和短锚杆+锚索联合支护形式进行数值模拟研究。结果表明:锚杆具有良好的力学性能,其延伸率可达到17%,相比锚索有着更大工程延伸率,锚杆此种特性保证了其能够提供适宜的支护力的同时,长短搭配的支护方式有着更为宽泛的有效支护区域,允许围岩有着最大范围的变形量。

       

      Abstract: In this paper, taking mining roadway as research background, through bolt and surrounding rock (coal) coordination mechanism, numerical simulation study was carried out for support in the forms of bolt + short bolt matching support and short bolt +anchor cable combined support. The results show that the bolt has good mechanical properties, and the elongation can reach 17%. Compared with the anchor cable, the project has a greater elongation. This feature of anchor ensures that it can provide appropriate supporting force, and the long and short support form has an broader and effective support area to allow maximum deformation range of the surrounding rock.

       

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