榆神矿区浅埋煤层高强度开采岩土体采动损伤特征研究

    Mining-induced damage characteristics of rock-soil masses under high-intensity mining of shallow coal seam in the Yushen Mining Area

    • 摘要: 榆神矿区浅埋煤层高强度开采易诱发覆岩破断、裂隙发育及风积沙地表协同沉降。为了揭示浅埋煤层高强度开采下岩土体采动损伤传导机制,本文以锦界煤矿为工程背景,综合采用颗粒离散元数值模拟、钻孔漏失液观测和地表移动监测等方法,研究厚硬中粒砂岩导控下覆岩裂隙演化、位移传递及地表沉降响应特征。结果表明:近场厚硬中粒砂岩对采动裂隙向上扩展具有显著导控作用,使覆岩损伤表现出明显的层位差异性,采动微裂隙经历“孕育-垂向萌生-整体扩展”的阶段性演化过程;在厚硬岩层破断与风积沙层耗散缓冲共同作用下,覆岩-地表位移场呈现“沙漏型”损伤形态,反映了“基岩导控-沙层缓冲-地表协同沉降”的损伤传导特征。推进速度对覆岩损伤具有非单调影响,在锦界煤矿厚基岩导控作用下推进速度约为20 m/d时覆岩损伤程度相对较低。现场探测表明,导水裂隙带最大发育高度约为60 m,走向和倾向地表最大下沉量分别约为1 734 mm和1 593 mm。研究结果可为榆神矿区及类似浅埋煤层矿井覆岩-地表损伤调控提供参考。

       

      Abstract: High-intensity mining of shallow coal seams in the Yushen Mining Area readily induces overburden fracturing, fracture development, and coordinated subsidence of the aeolian sand surface. To elucidate the damage transmission mechanism of rock-soil masses under high-intensity mining of shallow coal seam, this paper takes Jinjie Coal Mine as the engineering background and integrates particle-based discrete element modelling, borehole drilling-fluid loss observations, and surface movement monitoring to investigate overburden fracture evolution, displacement transmission, and surface subsidence responses controlled by thick and hard medium-grained sandstone. The results show that the near-field thick and hard medium-grained sandstone exerts a pronounced controlling effect on the upward propagation of mining-induced fractures, leading to distinct stratified damage characteristics in the overburden. The mining-induced microfractures undergo a staged evolution process characterized by incubation, vertical initiation, and overall propagation. Under the combined effects of hard strata breakage and dissipative buffering by the aeolian sand layer, the displacement field of the overburden-surface system exhibits an hourglass-shaped damage pattern, indicating a damage transmission mode characterized by bedrock control, sand-layer buffering, and coordinated surface subsidence. The working face advance rate has a non-monotonic influence on overburden damage; under the thick-bedrock-controlled conditions of Jinjie Coal Mine, the overburden damage degree is relatively low when the advance rate is approximately 20 m/d. Field investigations indicate that the maximum height of the water-conducting fractured zone is approximately 60 m, while the maximum surface subsidence along the strike and dip directions reaches approximately 1 734 mm and 1 593 mm, respectively. The findings provide a reference for overburden-surface damage control in the Yushen Mining Area and in similar shallow coal seam mines.

       

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