红庆梁煤矿地应力场特征及巷道稳定性分析

Characteristics of in-situ stress field and stability analysis of roadway in Hongqingliang coal mine

  • 摘要: 针对红庆梁煤矿回采巷道变形严重问题,采用空心包体地应力测量方法对红庆梁煤矿3-1煤的地应力进行了实测,获得地应力场分布特征。应用地质动力区划法划分红庆梁井田Ⅰ—Ⅴ级断裂构造,应用“岩体应力状态分析系统”,进行应力区划分和巷道稳定性分析。研究表明:红庆梁煤矿地应力场属于以水平压应力为主导的水平构造应力场,地应力场方向对巷道稳定性影响较小;井田范围内共划分4个应力区:低应力区、正常应力区、应力梯度区、高应力区,分别占井田面积的5.9%、55.7%、27.0%、11.4%;应力大小是影响巷道稳定性的主要原因,致使处于应力梯度区和高应力区内的巷道变形严重。地应力场的分布特征分析和应力区的划分对红庆梁煤矿及类似条件矿井的采掘部署和支护设计具有重要作用。移动阅读

     

    Abstract: The in-situ stress of 3-1 coal seam in Hongqingliang coal mine was measured by hollow core inclusion measurement, and distribution characteristics of in-situ stress field were obtained in order to solve the problem of serious deformation in mining roadway. Fault structures of grade Ⅰ-Ⅴ in Hongqingliang coal mine were divided by geo-dynamic division method, and the stress areas were divided and the stability of roadways was analysis by rock stress state analysis system. The research showed that the in-situ stress field in Hongqingliang coal mine belongs to the horizontal tectonic stress field, which is dominated by horizontal compressive stress. The direction of in-situ stress field had little influence on the stability of roadway. The stress areas could be divided into four kinds, which are high stress area, stress gradient area, normal stress area and low stress area, and the type's area was 5.9%, 55.7%, 27.0%,11.4% of the whole coal mine. In mining field, stress gradient area and normal stress area accounted for the most, and serious deformation areas were located in high stress area and stress gradient area, which were the main reasons that affected the stability of roadways. Distribution characteristics of in-situ stress field and the division of stress area would play important roles in the mining deployment and support design in Hongqingliang coal mine and other coal mines in similar conditions.

     

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