刘占新, 王昌祥, 杨路林, 孙庆超, 江宁. 采空区活化失稳关键因素模拟分析[J]. 煤矿安全, 2019, 50(6): 240-244.
    引用本文: 刘占新, 王昌祥, 杨路林, 孙庆超, 江宁. 采空区活化失稳关键因素模拟分析[J]. 煤矿安全, 2019, 50(6): 240-244.
    LIU Zhanxin, WANG Changxiang, YANG Lulin, SUN Qingchao, JIANG Ning. Simulation Analysis of Key Factors of Activation Instability in Goaf[J]. Safety in Coal Mines, 2019, 50(6): 240-244.
    Citation: LIU Zhanxin, WANG Changxiang, YANG Lulin, SUN Qingchao, JIANG Ning. Simulation Analysis of Key Factors of Activation Instability in Goaf[J]. Safety in Coal Mines, 2019, 50(6): 240-244.

    采空区活化失稳关键因素模拟分析

    Simulation Analysis of Key Factors of Activation Instability in Goaf

    • 摘要: 以采空区采动破碎次生岩体为主要研究对象,通过理论分析,对采空区活化影响因素进行了分析,确定了具体工程条件下主要活化因素为充水、建筑荷载。以是否充水、建筑荷载大小为控制因素设计数值模拟方案,得到不同工况下的地表移动变形规律。研究发现,水对破碎岩体变形具有促进作用。通过对4#煤和9#煤按照每层0.015 MPa和每层0.1 MPa的建筑荷载进行梯度加载,模拟结果得到4#煤采空区覆岩地基允许施加荷载为0.045 MPa,影响深度为19 m,不满足建筑物地基建设要求,需要对4#煤采空区采取加固处理;9#煤采空区覆岩地基允许施加荷载为2.0 MPa,地基扰动深度70 m,满足设计要求。

       

      Abstract: Taking the broken rock mass in goaf as the main research object, the influence factors of goaf activation are analyzed through theoretical analysis, and the main activation factors under specific engineering conditions are determined as water filling, building load. The numerical simulation scheme is designed for the control factors of the water filling or not and the building load. Based on the monitoring information of surface movement and deformation, the laws of surface movement and deformation under different working conditions are obtained and the water can promote the deformation of broken rock mass. Through gradient loading of 4# coal and 9# coal according to the construction load of 0.015 MPa and 0.1 MPa per floor, the simulation results show that the overlying rock foundation of 4# coal mined-out area is allowed to apply load of 0.045 MPa, the influence depth is 19 m, which does not meet the requirements of building foundation construction, so it is necessary to reinforce the 4# coal mined-out area; the allowable load is 2 MPa of 9# coal mined-out area overlying rock foundation, and the foundation disturbance depth is 70 m, which meets the design requirements.

       

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