摘要
介绍某变电站边坡的工程地质条件,分析了影响边坡稳定性的主要因素,用极限平衡法计算稳定性系数,据此评价边坡稳定性并提出支护建议。
This paper introduces the engineering geological conditions and the main factors influencing stability of a substation slope, and by adopting the limit equilibrium method for calculating the stability coefficient to evaluate the slope stability and put forward supporting suggestions.
出处
《广东土木与建筑》
2010年第10期28-29,21,共3页
Guangdong Architecture Civil Engineering
关键词
边坡
稳定性
评价
极限平衡方法
slope
stability
evaluate
limit equilibrium method
