摘要
水库高边坡抗滑稳定二维极限平衡分析法的广泛应用，使得边坡稳定分析容易理解和操作。本文以某水库右岸边坡为例，对抗滑稳定的安全系数进行了计算，为以后类似工程的边坡稳定分析提供了依据和借鉴。
The two-dimensional limit equilibrium analyzing method of anti-sliding stability of the high slope of reservoir is widely used. The method makes the slope stability analysis is easy to understand and operate. In this paper, the author took the right bank slope of a reservoir as an example, calculating the safety factor of the anti-slide and stability to provides the basis and reference for the analysis of the stability of slope in similar engineering.
出处
《城市建筑》
2014年第21期349-349,共1页
Urbanism and Architecture
关键词
水库
高边坡
极限平衡
安全系数
reservoir
high slope
limit equilibrium
safety factor
