摘要
对涪江左岸滑坡形成机制进行了分析,对滑坡稳定性进行了各工况组合的计算,认为滑坡不存在整体、深层滑移破坏的可能,并提出相应的治理方案,最后指出地下水位的高低对滑坡整体稳定敏感度较高。
It analyses the forming system of the landslide of the left bank of Fujiang, it makes calculations of each working condition combination, believes that there is no possibility of entire landslide or deep landslide, puts forward corresponding treating plan and points out that underground-water level is sensitive to the entire stability of landslide.
出处
《山西建筑》
2008年第29期142-143,共2页
Shanxi Architecture
关键词
滑坡
稳定性分析
安全系数
landslide, stability analysis, safety coefficient
