由于露天开采与井工开采相互作用,相互影响,形成1个复杂的动态耦合场,为解决露井联采耦合作用下黄土高台阶边坡的稳定性问题,以安家岭露天矿为工程背景,以Geo-Slope软件为平台,采用摩根斯坦-普瑞斯(Morgenstern-Price)法,针对典型剖面进行了稳定性分析与评价,得出边坡稳定系数小于安全储备系数的结论,据此提出相应的变形破坏防治措施和建议。 Due to the interaction and interaction between the open pit mining and the well drilling, a complex dynamic coupling field is formed. To solve the stability problem of the high slope of the loess under the coupling of the open pit mining and the mining, taking the Anjialing open-pit mine as the engineering background, Based on Geo-Slope software, Morgenstern-Price method was used to analyze and evaluate the stability of typical sections. The conclusion is drawn that the slope stability coefficient is less than the safety reserve coefficient, Deformation and damage prevention measures and recommendations.