基于临界滑移场技术的露天矿边坡稳定性分析

    Slope stability of open-pit mine based on critical sliding field technology

    • 摘要: 本文主要应用临界滑移场技术依次搜寻、确定所研究露天矿边坡的最危险滑坡位置,再应用Ordinary、Bishop、Janbu、Morgenstern-Price四种边坡稳定性评价方法对该搜寻出危险滑面的边坡进行稳定性评价。应用以上所述方法,对本文所述露天矿现状边坡进行稳定性评价,在确保该露天矿现状边坡稳定的前提下,对其到界边坡进行坡角优化设计,找到既能使采场边坡稳定,又能实现石英石开采量最大和边坡剥离量最小的最佳坡角并确定最终开采方案。

       

      Abstract: In this paper,the critical sliding field technology was used to search for and determine the most dangerous landslide location,and then four kinds of slope stability evaluation methods including Ordinary,Bishop,Janbu,Morgenstern-Price were used to analyze the stability of the slope.Application of the above method analyzed the stability of the existing quartz stone open-pit mine slope.In the premise of ensuring the stability of the open-pit mine slope and receiving maximum production of quartz stone,the above methods was used to obtain the optimum slope angle of open-pit mine slope and determine the final mining scheme.

       

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