多关键层联动破断致灾机理与应力场协同演化规律

Disaster-causing mechanism of multiple key strata linked fracturing and the synergistic evolution law of stress field

  • 摘要:
    目的 针对多层坚硬岩层叠置诱发动力灾害的联动机制不明问题,旨在揭示多关键层破断链与应力场协同演化规律,为深部矿井动力灾害的源头防控提供理论支撑。
    方法 以母杜柴登矿30210工作面为工程背景,通过构建多关键层联动破断力学模型,结合现场微震监测与应力实测数据,对比分析了覆岩破断层位、时序与回采空间应力波动的关联性。
    结果 研究发现,覆岩破断呈现自下而上、由近及远的时序特征;基于等效破断距与应力转移判据,确定第3层粉砂岩为主控关键层,其破断能量释放率高达38.7%,是动载释放的主导源。主关键层断裂触发应力场经历“静态集中−联动传递−重构平衡”三阶段演变,导致监测点垂直应力陡增至50 MPa,并在沿空巷道诱发51.6 MPa的水平冲击动载。
    结论 统计分析证实主关键层破断与巷道变形具有显著关联(相关系数0.4~0.5),主控层破断是巷道“阶跃式”累积损伤的根本驱动力。该研究阐明了层间“能量−应力”传递触发的联动致灾机制,可作为同类条件下动力灾害预警的依据。

     

    Abstract: Aiming at the unclear linkage mechanism of dynamic disasters induced by superimposed multi-layer hard strata, this study seeks to reveal the synergistic evolution law of the fracture chain of multiple key strata and the stress field, thereby providing theoretical support for source prevention and control of dynamic disasters in deep mines. Taking the 30210 working face of Muduchaideng Coal Mine as the engineering background, a mechanical model of linked fracturing of multiple key strata was established. Combined with on-site microseismic monitoring and in-situ stress measurement data, the correlation among the fracture horizon and time sequence of overlying strata and the stress fluctuation in the mining space was comparatively analyzed. The study found that overlying strata fracturing exhibits a time sequence characteristic from bottom to top and from near to far. Based on the equivalent breaking span and stress transfer criterion, the third siltstone layer is identified as the main controlling key stratum, whose fracture energy release rate reaches up to 38.7%, serving as the dominant source of dynamic load release. The fracture of the main key stratum triggers the stress field to undergo a three-stage evolution of "static concentration - linked transfer - reconstruction equilibrium," causing the vertical stress at monitoring points to surge to 50 MPa and inducing a horizontal impact dynamic load of 51.6 MPa in the gob-side roadway. Statistical analysis confirms a significant correlation between main key stratum fracturing and roadway deformation (correlation coefficient 0.4~0.5), indicating that the fracturing of the main controlling stratum is the fundamental driving force for the "stepwise" cumulative damage of the roadway. This study can serve as a basis for early warning of dynamic disasters under similar conditions.

     

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