摘要
根据燕窝山滑坡的地质特征以及该滑坡的活动特点，对该滑坡做了定性分析，进行合理分区，在天然和饱和两种状态下，应用同济曙光边坡稳定性分析软件对滑坡的稳定性进行计算。
According to the geological characteristics of Yanwoshan landslide and active features qualitative analysis is carried out. Reasonable partition is also made. Under natural and saturated states stability calculation is made utilizing Tongji Shuguang side slope stability analysis software.
出处
《山西建筑》
2006年第12期281-282,共2页
Shanxi Architecture
关键词
滑坡
稳定性
天然状态
饱和状态
landslide, stability, natural state, saturated state
