穆驰, 余学义, 张冬冬, 毛旭魏. 黄土沟壑区采动滑坡变形规律分析[J]. 煤矿安全, 2021, 52(8): 208-217.
    引用本文: 穆驰, 余学义, 张冬冬, 毛旭魏. 黄土沟壑区采动滑坡变形规律分析[J]. 煤矿安全, 2021, 52(8): 208-217.
    MU Chi, YU Xueyi, ZHANG Dongdong, MAO Xuwei. Analysis of deformation law of mining landslide in loess gully area[J]. Safety in Coal Mines, 2021, 52(8): 208-217.
    Citation: MU Chi, YU Xueyi, ZHANG Dongdong, MAO Xuwei. Analysis of deformation law of mining landslide in loess gully area[J]. Safety in Coal Mines, 2021, 52(8): 208-217.

    黄土沟壑区采动滑坡变形规律分析

    Analysis of deformation law of mining landslide in loess gully area

    • 摘要: 针对矿区开采引起黄土沟壑区滑坡、地裂缝等自然灾害发生的问题,基于韩家湾煤矿采矿地质条件,整理了矿区地表观测点的监测数据,地表监测结果显示,工作面从开采到停止总体经历启动期、活跃期、衰退期,开采初始阶段,矿区地表移动变形不明显;当12106工作面推进距离介于13 m与109 m之间时,地表移动变形产生剧烈变化,且最大下沉量可达1 963 mm,容易引起滑坡灾害发生。同时选取了韩家湾煤矿坡体岩土物理力学参数,运用FLAC3D软件模拟矿区在不同边坡角度情况下地表滑坡灾害形成机理,工作面开采导致上覆岩层结构被破坏,下沉盆地整体向中心偏移,坡体受到拉伸和压缩变形产生塑性破坏。研究结果表明,当边坡倾角大于60°时,坡体位移不均匀,位移大的部位岩层失去支撑,导致滑坡灾害发生;当坡角小于30°时,基岩面形成滑动面发育至地表,滑坡灾害发生可能性较小。

       

      Abstract: Aiming at the problems of natural disasters such as landslide and ground fissure caused by mining in loess gully area, based on the mining geological conditions of Hanjiawan Coal Mine, we sorted out the monitoring data of the surface observation points in the mining area. The surface monitoring results show that the working face generally experiences start-up period, active period and decline period from mining to stop. In the initial stage of mining, the surface movement and deformation of the mining area are not obvious; when the advancing distance of 12106 working face is between 13 m and 109 m, the surface movement and deformation change dramatically, and the maximum subsidence can reach 1 963 mm, which is easy to cause landslide disaster. At the same time, the physical and mechanical parameters of the rock mass of the slope of Hanjiawan Coal Mine were selected. The FLAC3D software was used to simulate the formation mechanism of surface landslide hazard under different slope angles. The overlying strata structure is destroyed due to the mining of working face, the whole subsidence basin is shifted to the center, and the slope is subjected to tensile and compression deformation, resulting in plastic failure. The results show that when the slope inclination angle is greater than 60°, the displacement of the slope is not uniform, and the rock layer with large displacement loses support, resulting in landslide disaster; when it is less than 30°, the slip surface of the bedrock surface develops to the surface, and the occurrence of landslide disaster is less likely.

       

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