路琦, 吕义清, 刘志辉. 工作面布置方式对沟谷区采动斜坡变形破坏特征的影响研究[J]. 煤矿安全, 2021, 52(12): 214-218,228.
    引用本文: 路琦, 吕义清, 刘志辉. 工作面布置方式对沟谷区采动斜坡变形破坏特征的影响研究[J]. 煤矿安全, 2021, 52(12): 214-218,228.
    LU Qi, LYU Yiqing, LIU Zhihui. Study on influence of working face layout on deformation and failure characteristics of mining-induced slope in gully area[J]. Safety in Coal Mines, 2021, 52(12): 214-218,228.
    Citation: LU Qi, LYU Yiqing, LIU Zhihui. Study on influence of working face layout on deformation and failure characteristics of mining-induced slope in gully area[J]. Safety in Coal Mines, 2021, 52(12): 214-218,228.

    工作面布置方式对沟谷区采动斜坡变形破坏特征的影响研究

    Study on influence of working face layout on deformation and failure characteristics of mining-induced slope in gully area

    • 摘要: 为了研究工作面推进方向与沟谷走向平行时,不同工作面位置影响下沟谷区采动斜坡变形破坏特征,根据泰安煤矿白家沟区域地质条件,分别建立了工作面位于斜坡后方、斜坡下方、沟谷中间时3个数值模型,分析研究了斜坡位移分布规律、应力应变分布规律及斜坡变形破坏机理。结果表明:沟谷区采动斜坡变形破坏特征和工作面布置位置有关,当工作面位于沟谷区一侧斜坡后方时,采空区上方地表整体变形和平坦地带相似,两侧斜坡稳定性较好;当工作面位于沟谷区一侧斜坡下方时,工作面上方斜坡从坡顶处开始破坏,继而推动斜坡产生整体破坏,破坏类型为推移式滑坡,而沟谷另一侧的斜坡保持稳定状态;当工作面位于沟谷中间时,两侧斜坡从坡脚处开始破坏,导致上部坡体失去支撑而滑动破坏,破坏类型为牵引式滑坡;受降雨条件影响,推移式滑坡的破坏程度一般较牵引式滑坡更严重。

       

      Abstract: In order to study the deformation and failure characteristics of mining slope in gully area under the influence of different working face positions when the advancing direction of working face is parallel to the gully, three numerical models are established respectively when the working face is located behind the slope, below the slope and in the middle of the gully, and the slope displacement distribution law, stress-strain distribution law and slope deformation and failure mechanism are analyzed and studied. The results show that the deformation and failure characteristics of the mining slope in the gully area are related to the layout of the working face; when the working face is behind one side of the slope in the gully area, the overall surface deformation above the goaf is similar to that of the flat area, and the slope on both sides is more stable; when the working face is located under the slope of one side of the gully area, the slope above the working face starts to be damaged from the top of the slope, and then the whole slope is damaged. The failure type is sliding landslide, while the slope on the other side of the gully remains stable. When the working face is located in the middle of the valley, the failure of both sides of the slope starts from the foot of the slope, resulting in the loss of support of the upper slope and sliding failure, and the failure type is traction landslide. Under the influence of rainfall conditions, the destruction degree of push-slide landslide is generally more serious than that of traction landslide.

       

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