摘要
以K642+565高边坡为例,通过分析工程地质条件,对边坡坡率的确定进行了初步探讨,并对高边坡进行了分析评价,以确保边坡的安全稳定性。
With K642＋565 high slope as the example,through analyzing engineering geological conditions,it preliminarily explores the determination of the slope ration,and analyzes and estimates the high slope,so as to guarantee the security and stability of the slope.
出处
《山西建筑》
2011年第20期144-145,共2页
Shanxi Architecture
关键词
高边坡
坡率
边坡稳定
简化BISHOP法
安全系数
最不利滑动面
high slope
slope ratio
slope stability
simplified Bishop method
safety coefficient
the most unfavorable sliding surface
