某露天矿山终了边坡稳定性分析  

Stability analysis of final slope of an open-pit mine based on limit equilibrium method and finite element analysis

作　　者：王腾 Wang Teng(China Building Materials Industrial Geological Exploration Center Shandong General Team,Jinan 250100,China)

机构地区：[1]中国建筑材料工业地质勘查中心山东总队,山东济南250100

出　　处：《水泥工程》2025年第1期88-90,96,共4页Cement Engineering

摘　　要：终了边坡是影响矿山安全生产的重要因素之一。在设计阶段选取合理的终了边坡参数,是确保矿山边坡稳定的重要前提。本文采用极限平衡法和有限元分析法,以某大型露天矿山终了边坡作为研究对象,进行边坡稳定性分析计算,从而验证设计的终了边坡参数合理性。The end slope is one of the important factors affecting mine safety production.Selecting reasonable final slope parameters in the design stage is an important premise to ensure the stability of mine slope.In this paper,the limit equilibri-um method and finite element analysis method are used to analyze and calculate the slope stability of a large open-pit mine,so as to verify the rationality of the designed final slope parameters.

关 键 词：露天矿山 终了边坡 极限平衡法 有限元分析法 稳定性分析 

分 类 号：TQ172.6[化学工程—水泥工业]