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极近距离煤层上行开采覆岩破坏规律与岩层稳定控制技术

Overlying strata failure law and rock mass stability control technology in upward mining of ultra-close-distance coal seams

  • 摘要: 煤层群上行开采传统要求层间距至少大于4~5倍下层煤采高。然而, 极近距离煤层上行开采时, 上层煤顶底板受下层煤采动冒落带影响, 岩层松散破碎, 采掘过程中极易诱发围岩二次失稳, 导致顶板急剧垮落及底板断崖式下沉。因此, 冒落带内上行开采是当前极近距离煤层开采领域亟须解决的核心技术难题。为研究极近距离煤层上行开采覆岩破坏规律及针对性岩层稳定控制技术, 以山东能源郭屯煤矿11301工作面为工程背景, 采用理论分析、数值模拟及现场实测等方法, 研究不同层间距条件下下层煤采后冒落带高度及覆岩破坏横向“三区”分布特征, 提出基于注浆加固的冒落带内上行开采岩层控制方法, 并开展了工程应用验证。结果表明: 下层煤开采后, 覆岩垮落形成采后冒落带内覆岩破坏横向“三区”, 即悬顶区、裂隙破坏区与压实区; 依据数值模拟结果与实际层间距变化, 确定走向悬顶区与裂隙破坏区宽度分别为11.5 和46 m, 倾向悬顶区与裂隙破坏区宽度分别为9.5 和55 m; 采用井下垂直注水探高法实测冒落带高度与冒采比, 结合数值模拟结果, 确定下层煤采后冒落带高度为8.3 m, 冒采比为2.36; 基于冒落带内覆岩破坏横向“三区”分布及冒落带高度, 提出工作面分区注浆加固方案, 有效保障了冒落带内上行开采的顺利实施, 取得了显著的工程应用效果。研究成果可为相似条件下极近距离煤层上行开采提供支撑。

     

    Abstract: Traditional upward mining of coal seam groups requires the interlayer spacing to be at least 4–5 times the mining height of the lower coal seam. During upward mining in ultra-close-distance coal seams, the roof and floor of the upper coal seam are disturbed by the caving zone induced by lower coal seam mining. This results in loosened and fractured rock masses that are highly susceptible to secondary instability during upper coal seam mining, potentially triggering sudden roof collapse and abrupt floor subsidence. Therefore, upward mining in ultra-close-distance coal seams (upward mining within the caving zone) represents a core technical problem urgently to be solved in coal mining engineering. To reveal the overburden failure laws and develop corresponding strata stability control technologies for upward mining in ultra-close-distance coal seams, the 113up01 working face of Guotun Coal Mine, Shandong Energy Group, was taken as the engineering background. The height of the caving zone after lower coal seam mining and the lateral "three-zone" distribution of overburden failure under different interlayer spacings were investigated using theoretical analysis, numerical simulation, and field measurement. On this basis, a strata control method based on grouting reinforcement was proposed for upward mining within the caving zone, and its engineering applicability was verified through field implementation. The results show that after mining of the lower coal seam, the overburden failure forms a lateral ‘three-zone’ distribution in the post-mining caving zone, namely a suspended roof zone, a fracture zone, and a compaction zone. According to numerical simulation and actual variation of interlayer spacing, the strike widths of the suspended roof zone and the fracture zone are 11.5 m and 46 m, respectively, and the dip widths of the suspended roof zone and the fracture zone are 9.5 m and 55 m, respectively. The caving zone height and caving-to-mining ratio were measured by the borehole water injection method. The measurement, combined with numerical simulation, yields a caving zone height of 8.3 m and a caving-to-mining ratio of 2.36 after lower coal seam mining. Based on the lateral ‘three-zone’ distribution and the caving zone height, a zoned grouting reinforcement scheme for the working face was proposed, which effectively ensured the successful implementation of upward mining within the caving zone and achieved favorable field performance. The research results can provide a reference for upward mining in ultra-close-distance coal seams under similar geological and mining conditions.

     

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