基于关键块体的井巷围岩稳定性分析及支护研究

    Stability analysis and support research of shaft and roadway surrounding rock based on key blocks

    • 摘要: 为了进一步研究关键块体对巷道围岩稳定性的影响及通过关键块体分析进行支护措施的设计。以蒙库铁矿地下开采某一巷道为研究对象,通过工程地质调查与现场测试工作,对围岩节理裂隙统计与分段,并进行岩块强度试验和岩体的波速测试,获得了岩体完整性参数,依据此进行了详细的岩体工程分级,给出不同岩体的分级力学参数,再通过Unwedge进行关键块体分析,对不稳定岩块进行划定,确定了锚喷支护的参数及重点支护位置,然后采用有限元软件模拟开挖过程并分析了开挖过程中围岩及支护的应力应变变化情况,最后进行现场采动应力的监测与分析。研究结果表明:经过关键块体分析,更准确地辨别出可能导致巷道失稳的不稳定岩块,针对关键块体分析结果提出稳定性支护措施,并应用于现场,进行采动应力监测与分析,取得了良好的效果。研究结果在一定程度上为围岩稳定性分析及支护设计提供了可靠依据。

       

      Abstract: In order to further study the influence of key blocks on the stability of roadway surrounding rock and design support measures through key block analysis. Taking an underground mining roadway in Mengku Iron Mine as the research object, through engineering geological survey and field testing, statistics and segmentation of surrounding rock joints and cracks are carried out, rock block strength test and wave velocity test of rock mass are carried out, rock mass integrity parameters are obtained, and detailed engineering classification of rock mass is carried out according to this, and mechanical classification parameters of different rock masses are given. Then, the key block analysis is carried out through Unwedge, the unstable rock block is defined, and the stability analysis is carried out, and the supporting parameters and key supporting positions of the anchoring and spraying are determined. Then the finite element software is used to simulate the excavation process and analyze the changes in the stress and strain of the surrounding rock during the excavation process, and the in-situ mining stress is monitored and analyzed. The research results show that through the analysis of key blocks, the unstable rock blocks that may lead to roadway instability can be identified more accurately. Based on the analysis results, the stability improvement measures are proposed and applied to the field for mining stress monitoring and analysis, and good results are obtained. The research results provide a reliable basis for the stability analysis of surrounding rock and support design to some extent.

       

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