摘要
通过探讨不同情况下边坡稳定系数,结合某矿山局部区域实际情况确定其边坡稳定性系数。采用极限平衡法,使用理正和Geo-Slope两种软件,验算边坡稳定系数。
The stability coefficient of the side slope with the different situation is discussed combining with the actual situation of local area of one mine to confirm its side slope stability coefficient.The limit equilibrium analysis method is adopted,as well as the Lizheng software and Geo-Slope software for checking calculation of the side slope stability coefficient.
作者
肖欢
于永纯
刘银
程涌
XIAO Huan;YU Yong-cun;LIU Yin;CHENG Yong(Yunnan Gold&Mineral Group Co.,Ltd,Dali,Yunnan 671500,China;Kunming University of Science and Technology,Kunming,Yunnan 650093,China)
出处
《云南冶金》
2020年第2期7-12,共6页
Yunnan Metallurgy
关键词
边坡稳定系数
极限平衡法
理正
Geo-Slope
side slope stability coefficient
limit equilibrium analysis method
Lizheng software
Geo-Slope software
