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近场厚硬顶板井下定向水力压裂防冲机理

Mechanism of rock burst prevention by underground directional hydraulic fracturing for a near-field thick-hard roof

  • 摘要: 针对近场坚硬顶板型冲击地压防治中井下定向水力压裂防冲机理尚不明确的问题, 以内蒙古某矿302工作面为工程背景, 采用理论分析、数值模拟与工程试验相结合的方法, 研究了压裂采场覆岩运移与结构破断、应力演化与能量释放特征, 揭示了其防冲机理。理论分析结果表明: 近场厚硬顶板工作面采动应力峰值随顶板破断步距的减小而降低, 压裂通过改变岩层破断角和周期破断形式, 来实现采动应力调控。数值模拟结果表明: 与未压裂模型相比, 压裂后近场关键层破断角均值增大14.4°, 初次和周期破断接触力峰值分别降低32.8%和19.9%; 采场覆岩位移量与微震活动度显著增强, 上覆联动区岩层最大位移量增加约3.7 m, 微震事件总频次增大3.6倍, 能量大于1×105 J事件频次降低82.6%, 微震活动由“低频−高能”转化为“高频−低能”。现场试验表明, 压裂后工作面顶板来压范围明显减小, 来压持续步长稳定在6~8 m, 能量大于5×103 J微震事件占比降至1.2%。井下水力压裂通过增大近场关键层破断角、改变其周期破断形式与采场微震能频特征, 实现了采动应力调控与冲击地压防治。研究结果可为类似条件下煤矿冲击地压防治提供参考。

     

    Abstract: To address the unclear rock burst prevention mechanism of underground directional hydraulic fracturing for a near-field hard roof, this study took the 302 working face of a coal mine in Inner Mongolia as the engineering background. Using a combination of theoretical analysis, numerical simulation, and field tests, it investigated the overburden movement and structural fracture, stress evolution, and energy release characteristics of the fractured stope, and revealed the rock burst prevention mechanism. Theoretical analysis results indicate that the peak mining-induced stress in the working face with a near-field thick-hard roof declines as the roof fracture span decreases. Hydraulic fracturing achieves mining-induced stress regulation by altering the rock strata fracture angle and the periodic fracture mode. Numerical simulation results reveal that compared with the unfractured model, after fracturing of the near-field key stratum, the average fracture angle increases by 14.4°, and the peak contact forces during initial and periodic fractures decrease by 32.8% and 19.9%, respectively. The overburden displacement and microseismic activity in the stope are remarkably enhanced. To be specific, the maximum displacement in the overburden coupled zone grows by approximately 3.7 m; the total frequency of microseismic events rises 3.6-fold, while the frequency of events with energy greater than 1×105 J falls by 82.6%, suggesting a transformation of microseismic activity from "low-frequency, high-energy" to "high-frequency, low-energy". Field tests show that after fracturing, the roof weighting range of the working face is noticeably reduced, the continuous weighting length stabilizes at 6–8 m, and the proportion of microseismic events with energy greater than 5×103 J drops to 1.2%. By increasing the fracture angle of the near-field key stratum, altering its periodic fracture mode, and changing the microseismic energy-frequency characteristics of the stope, underground hydraulic fracturing achieves mining-induced stress regulation and rock burst prevention. The research results can provide a reference for rock burst prevention under similar conditions.

     

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