摘要
以某黄土地基深基坑边坡稳定的分析为实例,给出了均质非饱和黄土边坡稳定系数的实用计算方法,以及在安全系数不满足有关地基规范要求时,采用适当的施工措施使工程顺利实施的经验,对类似工程有一定借鉴意义。
As an example, it is presented an analysis method of slope stability factor in deep foundation pit of loess in the paper.Some successful excavation experiences are adopted, when the slope safety factor could not meet the demands of the foundation code.
出处
《陕西水力发电》
1996年第4期43-46,共4页
Journal of Shaanxi Water Power
关键词
黄土
基坑开挖
边坡稳定性
分析
Loess, Pit excavation, Slope stability, Analysis