摘要
利用刚体极限平衡分析法(毕肖普法和剩余推力法)结合工坡稳定性分析软件以分析金正泰露天煤矿内排土场边坡稳定性,揭示其潜在滑坡机理,为该矿排土场稳定性研究提供了依据,也为其他矿排土场稳定性分析及研究提供参考。
Using rigid body limit equilibrium method （bishop method and residual thrust method） combined with the engineering slope stability analysis software to analyze Kim jung tae open within the coal mine slope stability, reveal the potential landslide mechanism, provide the basis for the mine mine stability studies, also provide a reference for other ore mine stability analysis and research.
出处
《山东煤炭科技》
2017年第1期179-181,183,共4页
Shandong Coal Science and Technology
关键词
边坡稳定
滑移模式
排土场
slope stability
slippage mode
dumping site
