摘要
阐述了强度折减边坡稳定性分析方法的基本原理,以某路基边坡工程为例,对边坡稳定性分析方法进行了应用分析,并研究了边坡高度和坡度对边坡稳定性的影响,得出安全系数与边坡高度和坡度的关系。
The paper elucidates basic principles for analysis of slope stability by strength reduction method. It makes applied analysis of slope stability analysing method, and makes research on influence of slope hight and slope on slope stability, having obtained the relations of safety coefficient with slope hight and slope.
出处
《北方交通》
2009年第12期10-12,共3页
Northern Communications
