摘要
结合某公路边坡地质条件,针对其边坡破坏模式进行了分析,根据大量勘察试验资料,阐述了滑坡的成因及形成机制,并用回归分析进行滑坡稳定性评价,得出了一些指导性结论,并给出相应处理措施,以指导实践。
Combining with the geological conditions of a highway side slope,this paper made introduction according to the failure mode of a side slope,based on a large amount of investigation and test data,elaborated the origin and formation mechanism of landslide,and used the regression analysis to made stability evaluation to the landslide,draw some guiding conclusions,and combined with corresponding treatment measures,in order to guide the practice.
出处
《山西建筑》
2012年第12期177-178,共2页
Shanxi Architecture
关键词
公路边坡
破坏模式
滑坡
稳定性
回归分析
highway side slope
failure mode
landslide
stability
regression analysis
