韩万东, 陈冉. 降雨作用下排土场边坡应力变化及稳定性研究[J]. 煤矿安全, 2018, 49(8): 262-265.
    引用本文: 韩万东, 陈冉. 降雨作用下排土场边坡应力变化及稳定性研究[J]. 煤矿安全, 2018, 49(8): 262-265.
    HAN Wandong, CHEN Ran. Study on Stress Change and Stability of Dump Slope Under Rainfall[J]. Safety in Coal Mines, 2018, 49(8): 262-265.
    Citation: HAN Wandong, CHEN Ran. Study on Stress Change and Stability of Dump Slope Under Rainfall[J]. Safety in Coal Mines, 2018, 49(8): 262-265.

    降雨作用下排土场边坡应力变化及稳定性研究

    Study on Stress Change and Stability of Dump Slope Under Rainfall

    • 摘要: 为分析不同降雨类型对露天矿排土场边坡稳定性的影响,以历时72 h的不同降雨类型为加载条件对排土场边坡进行seep-sigma-slope耦合分析。结果表明:边坡坡体内负的孔隙水压在降雨8~14 h内逐渐降低,在雨水入渗稳定后逐渐趋于一个稳定值;初期降雨强度大小对边坡稳定性的影响较大,其中雨型A作用下边坡最终安全系数最低为1.422,降低率达11.24%;排土场边坡xy方向位移在降雨初期增加最快,之后增速渐缓。

       

      Abstract: In order to analyze the influence of different types of rainfall on slope stability of open pit dump, 72 h of different rainfall types were loaded to carry out the seep-sigma-slope coupling analysis. The results show that the negative pore water pressure decreased gradually within 8 h to 14 h of rainfall and became a steady value when the rainwater infiltration is stabilized; the initial rainfall intensity has a great influence on the slope stability, and the lowest safety factor of the slope is 1.422 under rainfall A and the decrease rate was 11.24%; the displacement of the dump slope in x and y directions increased fastly during the early rainfall and then it increased slowly.

       

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