边坡稳定性评价是边坡研究中的最终结果。由于边坡的稳定性受诸多因素的影响,因此要对边坡的稳定状况进行精确的定量计算还难以实现。本文采用摩根斯坦—普瑞斯法对露天矿边坡的稳定性进行了分析评价,取得了较好的效果。 Slope stability assessment is the final result of slope research. Because the stability of slope is affected by many factors, it is difficult to accurately calculate the stability of slope. In this paper, Morgenstern-Prius method was used to analyze and evaluate the stability of the open pit slope and achieved good results.