摘要
对某尾矿坝分别选用极限平衡法中的瑞典圆弧法、毕肖普法、简布法和摩根斯坦-普赖斯法四种方法,应用GEO-SLOPE软件对其进行了静力稳定性数值分析,得出了此尾矿坝的稳定安全系数,并对坝体的稳定性进行评价。
Take a tailings dam as the example,using Sweden slip circular method,Bishop method,Janbu method and Morgenstein-Price method in limit equilibrium methods separately,the static stability numerical analysis of this tailing dam was carried out by using GEO-SLOPE software.The stability safety factor of this tailing dam are obtained and the stability is evaluated.
出处
《现代矿业》
CAS
2010年第7期67-69,共3页
Modern Mining
