姜宁, 宁建国, 王军, 王俊. 不同侧压偏角下导水断裂带发育规律模拟研究[J]. 煤矿安全, 2018, 49(4): 38-41.
    引用本文: 姜宁, 宁建国, 王军, 王俊. 不同侧压偏角下导水断裂带发育规律模拟研究[J]. 煤矿安全, 2018, 49(4): 38-41.
    JIANG Ning, NING Jianguo, WANG Jun, WANG Jun. Simulation Study on Development Laws of Water Flowing Fractured Zone Under Different Angles of Lateral Pressure[J]. Safety in Coal Mines, 2018, 49(4): 38-41.
    Citation: JIANG Ning, NING Jianguo, WANG Jun, WANG Jun. Simulation Study on Development Laws of Water Flowing Fractured Zone Under Different Angles of Lateral Pressure[J]. Safety in Coal Mines, 2018, 49(4): 38-41.

    不同侧压偏角下导水断裂带发育规律模拟研究

    Simulation Study on Development Laws of Water Flowing Fractured Zone Under Different Angles of Lateral Pressure

    • 摘要: 以山东新河煤矿5302工作面为工程背景,运用FLAC3D数值模拟的方法对不同侧压偏角(水平合应力与工作面推进方向间的夹角)下导水断裂带发育规律进行了研究。结果表明:侧压系数为0.5、1.0、1.5时,随侧压偏角增大,采场覆岩塑性区高度整体呈升高趋势,覆岩塑性区从拱形逐渐发育为不规则的马鞍形;侧压系数为2.0和2.5时,随侧压偏角增大,采场覆岩塑性区高度先减小后增大,覆岩塑性区由拱形逐渐发育为枕形;随侧压偏角增大,采场围岩在顶板上方都会形成不同程度的应力集中区,且应力集中区的范围会随着应力偏角的增大先减小后增大。

       

      Abstract: Taking the 5302 working face of Xinhe Coal Mine in Shandong province as an engineering background, we use FLAC3D numerical simulation to study development law of water flowing fractured zone under different angles of lateral pressure (the angle between the horizontal stress and the advancing direction of the working face). Results showed that: when the lateral pressure coefficient is 0.5, 1.0 and 1.5, with the increase of the angle of lateral pressure, the plastic zone height of the overlying strata in the stope shows an upward trend as a whole, the plastic zone of overburden gradually develops from an arch into an irregular saddle shape; when the lateral pressure coefficient is 2.0 and 2.5, with the increase of the angle of lateral pressure, the height of plastic zone decreases firstly and then increases, the plastic zone of the overlying strata gradually develops from the arch to the pillow shape; with the increase of the angle of lateral pressure, different stress concentration zones can be formed at the top of the surrounding rock in the stope, the range of stress concentration zone will decrease first and then increase.

       

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