摘要
应用FLAC-2D分别对研山铁矿露天采场东帮含水状态的边坡与采用防渗墙处理之后的边坡,就稳定性开展了对比研究。研究结果表明:采用防渗墙进行处理之后的边坡稳定性有所改善,对矿山安全生产具有指导意义。
The numerical simulation of the eastern slope of the profile, with two models of the wet slope and the one using the cutoff wall, is made by using FLAC-2D in this paper. The result from the study and analysis shows that stability of slope treated by the cutoff wall is improved. It has guiding significance for the mine safety production.
出处
《化工矿物与加工》
CAS
北大核心
2014年第10期31-34,40,共5页
Industrial Minerals & Processing
基金
唐山市科技计划项目(编号:13130239z)
