矸石山边坡在降雨入渗作用下的稳定性分析

    Stability Analysis of Waste Dump Slope Under Rainfall Infiltration

    • 摘要: 基于降雨入渗对煤矿矸石山边坡稳定性的显著影响,建立了矸石山边坡降雨入渗的计算模型及对解法编制了MATLAB计算程序,计算了边坡在降雨后的瞬态含水率,运用极限平衡法和FLAC数值模拟法,对矸石山边坡进行了降雨前后的稳定性对比分析。研究表明:降雨入渗只影响边坡以下3 m深度的含水率,易发生表层滑坡;降雨入渗降低了边坡土体的内摩擦角和黏聚力,减小了边坡的安全系数;降雨后边坡体的最大位移及位移分布、最大剪应变及剪应变分布和塑性区均有明显的增加,边坡稳定安全储备显著降低。

       

      Abstract: Based on the significant impact of rainfall infiltration on coal waste dump slope stability, we established the calculation model of slope rainfall infiltration and writed calculation program, and calculated transient moisture content of slope after rain, the slope stability is analyzed through the limit equilibrium method and FLAC numerical simulation method before and after rain.The study shows that rainfall infiltration only affects moisture content of 3 meters depth below slope surface, slope is prone to occur surface shallow landslide; rainfall infiltration reduces the internal friction angle and cohesion of slope soil and slope safety factor; the maximum displacement and displacement distribution,the maximum shear strain and shear strain distribution and plastic zone increases significantly and slope safety reserve reduces significantly after rain.

       

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