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马兰庄铁矿开采最终边坡角稳定性分析
引用本文:李富平,刘庆民,康志强. 马兰庄铁矿开采最终边坡角稳定性分析[J]. 矿业快报, 2008, 24(4): 21-24
作者姓名:李富平  刘庆民  康志强
作者单位:河北理工大学资源与环境学院
摘    要:在马兰庄铁矿工程地质调查的基础上,完成了矿山边坡工程地质岩组的划分及各岩组的工程地质性质的调查,并借助岩石力学性质试验分析、楔型体等传统方法、极限平衡分析法优化确定马兰庄铁矿露天境界最终边坡角,力求能够准确合理的评价边坡稳定情况.分析结果表明马兰庄铁矿白马山和沙河山两采场最终边坡角都有提高的潜力.

关 键 词:最终边坡角  极限平衡法  边坡稳定  楔体破坏
文章编号:1009-5683(2008)04-0021-03
修稿时间:2008-02-01

Stability Analysis of the Ultimate Pit Slope in Mining of Malanzhuang Iron Mine
Li Fuping,Liu Qingmin,Kang Zhiqiang. Stability Analysis of the Ultimate Pit Slope in Mining of Malanzhuang Iron Mine[J]. Express Information of Mining Industry, 2008, 24(4): 21-24
Authors:Li Fuping  Liu Qingmin  Kang Zhiqiang
Affiliation:Li Fuping Liu Qingmin Kang Zhiqiang(College of Resources , Environment,Hebei Polytechnic University)
Abstract:On the basis of project geologic inquisition of Malanzhuang Iron Mine,the mine slope geologic rock group was marked and the project geologic characteristic of each rock group was investigated.The ultimate pit slope of Malanzhuang Iron Mine was fixed in virtue of traditional methods,such as rock mechanics characteristic experimental analysis,wedge body and limit equilibrium analysis method,so as to nicely and rationally appraise slope stability.The analysis results show that the ultimate pit slopes in Baimas...
Keywords:Ultimate pit slope  Limit equilibrium method  Slope stability  Destruction of wedge  
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