高强度开采下采场覆岩结构演化与矿压显现规律研究

    Study on the evolution of overburden structure and mine pressure mechanism under high-intensity mining

    • 摘要: 针对高强度开采下采场覆岩失稳诱发的动压灾害问题,以神东煤炭集团布尔台煤矿为背景,采用理论分析、数值模拟与现场试验相结合的方法,揭示了覆岩结构的演化特征与能量积聚释放机制。结果表明:开采强度与覆岩能量演化存在明显的非线性耦合关系,10 m/步是能量分布由“弥散态”向“局域化”转变的临界阈值;跨越该阈值后,能量梯度剧增373%,能量传递路径发生拓扑重构,导致高能积聚区锁定在关键块体,诱发切顶式动力失稳。采用定向水力压裂技术可有效切断高能拓扑路径,使周期来压步距由16.4 m降至8.8 m(降幅46.3%),支架压力峰值降低18.1%,超限频次下降77%。研究成果量化了高强度开采的动力学判据,为类似条件下矿压灾害防治提供了理论依据。

       

      Abstract: To address dynamic pressure disasters induced by overburden instability under high-intensity mining, this study investigates the structural evolution and energy accumulation-release mechanisms within the Buertai Coal Mine of the Shendong Coal Group. By integrating theoretical analysis, numerical simulation, and field trials, the research reveals a significant nonlinear coupling between mining intensity and overburden energy evolution. Key findings indicate that a mining rate of 10 m/step serves as the critical threshold for the transition of energy distribution from a “diffuse state” to “localization”. Beyond this threshold, the energy gradient surges by 373%, accompanied by a topological reconstruction of energy transmission paths. This process locks high-energy accumulation zones within key strata blocks, triggering roof-cutting dynamic instability. Furthermore, the application of directional hydraulic fracturing effectively intercepts these high-energy topological paths, reducing the periodic weighting step from 16.4 m to 8.8 m (a 46.3% decrease). Concurrently, peak support resistance decreases by 18.1%, and the frequency of resistance limit exceedance droppes by 77%. These results quantify the dynamic criteria for high-intensity mining and provide a theoretical foundation for pressure disaster mitigation under similar geological conditions.

       

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