The Numerical Simulation of Rock Slope Deformation for Transition from Yanqianshan Open-pit to Underground Mining
The rock slope will encounter large deformation and damage during the transfition from Yanqianshan openpit mining to underground mining.The numerical simulation with FLAC large deformation mode was carried out to analyze mine excavation characteristics in different depth.The soft rock mass in North slope collapse easily and heavily.But the sliding is not rapid usually.The influence to underground mining is small.Large number of small crushed stones will fill the rock layer.It is unfavorable to control the dilution and loss index.The hard rock mass in South slope have not appeared large deformation and sliding during primary mining.
large deformation mode FLAC numerical simulation transfer from open pit to underground mining slope stability
Chang Laishan Zhang Zhentao Tao Donghai
Mining Engineering Institute of University of Science and Technology Liaoning,Anshan , 114051, China An Steel Mining Corporation,Anshan, 114001, China
国际会议
International Symposium on Rock Mechanics and Mine Dynamic Disaster Prevention(岩石力学与矿井动力灾害防治国际学术研讨会)
辽宁阜新
英文
83-86
2013-07-13(万方平台首次上网日期,不代表论文的发表时间)