摘要
把南帮区别为十二个剖面,应用二维极限平衡模式,应用Geostudio操作应用软件对南帮边坡稳定性展开分析研究,研究分析的运算最终结果说明,海州矿南帮的整体边坡与局部边坡不可以满足安全系数需要。
The south slope is divided into 12 sections.The analysis and research for the stability of the south slope were carried out by the application of two-dimensional limit equilibrium model and GeoStudio operation application software.It can be found from the final result of analysis and research that the overall slope and the local slope of the south slope of Haizhou mine can not meet the needs of safety factor.
作者
乔云航
QIAO Yun-hang(Liaoning Non-ferrous Geological Exploration and Research lnstitude Co,Ltd,Shenyang 110013,China;State Key Laboratory for Geomechanics&Deep Underground Engineering in Northeast Center(The Bureau of Non-ferrous Geology of Liaoning Province),Shenyang 110013,China)
出处
《世界有色金属》
2019年第24期255-256,共2页
World Nonferrous Metals
关键词
边坡稳定性
数值模拟
极限平衡法
slope stability
numerical simulation
limit equilibrium method
