摘要
根据贵开路段的滑坡区地质条件，分析了滑坡的成因机制，对该段工程滑坡进行定性、定量计算，同时对边坡稳定性进行分析，说明了影响因素与边坡稳定性的关系。
According to geological conditions of landslide in Guikai road section the formation mechanism of landslide is analyzed. Qualitative and quantitative calculations are carried out as well as stability analysis, which clarified the relationship between influencing factors with slope stability.
出处
《山西建筑》
2006年第1期276-277,共2页
Shanxi Architecture
关键词
滑坡
稳定性评价
开挖
landslide, stability evaluation, excavation
