摘要
利用传递系数法对露天矿边坡稳定进行分析,可以为边坡抗滑桩设计提供理论依据。在边坡工程中得到了很好的应用,对类似的边坡工程具有指导意义。
Using transfer coefficient method to analyze the stability of open pit slope can provide theoretical basis for slope anti-slide pile design, and it is used in slope engineering effectively. It has guiding value for similar slope engineering.
出处
《中国矿山工程》
2013年第2期38-42,共5页
China Mine Engineering
关键词
边坡
稳定
传递系数法
slope
stability
transfer coefficient method
