孔隙水压力重分布对排土场边坡稳定性影响规律研究

    Influence of pore water pressure redistribution on slope stability of waste dump

    • 摘要: 为了研究不同孔隙水压力重分布作用下排土场边坡稳定性差异情况并进行稳定性评价,根据某矿区排土场8—9月实际地下水位分布,分析水压力重分布对边坡稳定性影响机理;通过SLOPE/W模块模拟不同孔隙水压力分布时边坡稳定性差异及安全系数变化情况。结果表明:孔隙水压力重分布后会使坡体内部孔隙空间改变,加速入渗作用,造成排土场边坡不同程度弱化;随着负孔隙水压力分布范围的减小和扩大,边坡基质吸力改变,安全系数呈先减小后增大趋势;边坡安全系数增加至1.421时地下水位高度降低30 m,整体靠近基底,不再对排土场边坡稳定性产生影响。

       

      Abstract: In order to study the stability difference of dump slope under different pore water pressure redistribution and evaluate the stability, according to the actual groundwater level distribution of a mine dump from August to September, the influence mechanism of water pressure redistribution on slope stability is analyzed. SLOPE/W module is used to simulate the slope stability difference and safety factor variation under different pore water pressure distribution. The results show that the redistribution of pore water pressure will change the pore space in the slope, accelerate the infiltration, and weaken the slope of waste dump in different degrees. With the decrease and expansion of the negative pore water pressure distribution range, the matrix suction of the slope changes and the safety factor first decreases and then increases. When the slope safety factor increases to 1.421, the groundwater level decreases by 30 m. It is close to the basement as a whole and will no longer affect the slope stability of waste dump.

       

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