余国锋,韩云春,任波,等. 基于微震与数值模拟的区域改造煤层底板破坏演化机理研究[J]. 煤矿安全,2023,54(11):150−157. doi: 10.13347/j.cnki.mkaq.2023.11.020
    引用本文: 余国锋,韩云春,任波,等. 基于微震与数值模拟的区域改造煤层底板破坏演化机理研究[J]. 煤矿安全,2023,54(11):150−157. doi: 10.13347/j.cnki.mkaq.2023.11.020
    YU Guofeng, HAN Yunchun, REN Bo, et al. Study on failure evolution mechanism of coal seam floor in regional reconstruction based on micro-seismic and numerical simulation[J]. Safety in Coal Mines, 2023, 54(11): 150−157. doi: 10.13347/j.cnki.mkaq.2023.11.020
    Citation: YU Guofeng, HAN Yunchun, REN Bo, et al. Study on failure evolution mechanism of coal seam floor in regional reconstruction based on micro-seismic and numerical simulation[J]. Safety in Coal Mines, 2023, 54(11): 150−157. doi: 10.13347/j.cnki.mkaq.2023.11.020

    基于微震与数值模拟的区域改造煤层底板破坏演化机理研究

    Study on failure evolution mechanism of coal seam floor in regional reconstruction based on micro-seismic and numerical simulation

    • 摘要: 为揭示淮南矿区开采区域改造A组煤煤层底板破坏深度演化规律,基于潘二煤矿12123工作面生产地质及注浆工艺资料,模拟分析了采场未注浆和注浆2种工况的采动响应,对比了不同注浆扩散半径下的底板破坏深度;根据回采过程中的微震监测数据,运用SPSS软件对其集中范围进行了聚类分析;讨论了具有相似地质条件的但未注浆的邻近1612A工作面底板破坏微震监测情况。研究表明:注浆条件下的底板破坏深度明显小于未注浆条件下的底板破坏深度,初步验证了底板区域注浆的治理效果;微震显示完整底板区的平均破坏深度约为25 m,与数值模拟结果相对应;实际底板区域注浆扩散半径为25~30 m;揭示了实际注浆前后底板破坏类型差异性,再次验证了注浆治理对底板破坏的影响。

       

      Abstract: To reveal the evolution law of the failure depth of the floor under Group A coal seam with regional grouting in Huainan Mining Area, based on the geology and grouting process data of 12123 working face in Pan’er Coal Mine, the mining response under two working conditions of no-grouting and grouting was simulated and analyzed. The failure depth of the floor under different grouting radius was compared. According to the microseismic (MS) monitoring in the mining process, the cluster analysis of its concentration range was carried out by SPSS software. The floor failure from MS monitoring in the adjacent 1612A working face with similar geological conditions and without grouting was discussed. The research showed that, the failure depth of the floor under the grouting condition was significantly less than that without grouting, which preliminarily verified the grouting effect to maintain floor stability. The actual grouting radius in the floor area was 25-30 m. The difference of failure types before and after actual grouting was revealed, and the grouting effect on floor failure was verified again.

       

    /

    返回文章
    返回