摘要
在实施露井协采的边坡中,关键层对井工开采形成的采空区上覆岩层及露天边坡部分的岩层起控制作用,关键层的变形和受力将影响到露天矿边坡的稳定。以安太堡露天矿为列,采用LS-DYNA数值模拟的方法,分析了关键层对边坡稳定性的控制作用。
In the slope of carrying out the coproduction of open-pit and underground mining,the key layer plays control role on the goaf overburden of underground mining and slope rock in open-pit mining,the deformation and stress of the key layer will affect the stability of open-pit mine slope. Taking Antaibao opencast mine as an example, by using the numerical simulation method LS-DYNA, analyze the control effect of key stratum on slope stability.
作者
闫晓宇
袁绍国
YAN Xiao-yu, YUAN Shao-guo(Mining Research Institute, Inner Mongolia University of Science and Technology, Baotou 014010, Chin)
出处
《煤炭技术》
CAS
2018年第4期74-75,共2页
Coal Technology
关键词
露井协采
关键层
边坡稳定
采空区
open well mining
key stratum
slope stability
goaf