郑训臻, 王岩, 赵海波, 成之祥. 多煤层开采覆岩破坏规律数值模拟及工程实践[J]. 煤矿安全, 2019, 50(6): 158-161.
    引用本文: 郑训臻, 王岩, 赵海波, 成之祥. 多煤层开采覆岩破坏规律数值模拟及工程实践[J]. 煤矿安全, 2019, 50(6): 158-161.
    ZHENG Xunzhen, WANG Yan, ZHAO Haibo, CHENG Zhixiang. Numerical Simulation and Engineering Practice of Overburden Failure Law in Multiple Seams Mining[J]. Safety in Coal Mines, 2019, 50(6): 158-161.
    Citation: ZHENG Xunzhen, WANG Yan, ZHAO Haibo, CHENG Zhixiang. Numerical Simulation and Engineering Practice of Overburden Failure Law in Multiple Seams Mining[J]. Safety in Coal Mines, 2019, 50(6): 158-161.

    多煤层开采覆岩破坏规律数值模拟及工程实践

    Numerical Simulation and Engineering Practice of Overburden Failure Law in Multiple Seams Mining

    • 摘要: 为分析多煤层开采覆岩破坏规律,以安盛煤矿2煤8201工作面、5煤8501工作面为工程背景,采用理论方法计算8501工作面单煤层开采覆岩导水断裂带高度,运用FLAC3D软件模拟分析多煤层开采覆岩破坏规律与导水通道发育特征。结果表明:导水断裂带理论高度为65.35 m,占层间距的84.87%;多煤层开采条件下,距8501工作面切眼200 m位置处产生低应力区,垂直应力峰值约为6.2 MPa,较单独开采时减小了32.6%,该区域产生大面积塑性破坏区,超过层间距77 m,覆岩产生足够长的导水通道造成水害威胁。工程实践表明:对采空区积水进行疏放后,8501工作面已安全完成回采,未发生水害事故。

       

      Abstract: To analyze the failure law of overburden strata in multiple seams mining, the 8601 working face of Ansheng Coal Mine and the 8501 working face of 5# coal were taken as the engineering background. The theoretical method was used to calculate the height of the fracturing water in the single coal seam of 8501 working face, and FLAC3D software was used to simulate overburden failure laws and water-conducting development characteristics of multiple seams mining. The result shows that the theoretical height of the water-conducted zone is 65.35 meters, accounting for 84.87% of the layer spacing; under multiple seams mining conditions, the distance from 8501 working face is 200 meters. The low stress region is generated, and the vertical stress peak is about 6.2 MPa, which is 32.6% lower than that of single mining. This area has a large area of plastic damage, with a layer spacing of 77 meters. Overburden rock produces long enough channel to cause water damage. Engineering practice shows that 8501 working surface has been safely completed without water damage after the drainage of the old empty area.

       

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