摘要
通过对某大桥桥墩不稳定斜坡体进行测绘、勘探,明确了不稳定斜坡体的分布范围、规模及影响因素,并分析了其形成机制,对错落体的稳定性进行了评价,为不稳定斜坡体的施工治理设计提供了可靠的地质依据。
Through the surveying and mapping,exploration to a unstable slope body of big bridge piers,this paper cleared the distribution range,scale and influence factors of unstable slope body,and analyzed its forming mechanism,evaluated the stability of irregular body,provided reliable geological basis to construction treatment design of unstable slope body.
出处
《山西建筑》
2013年第25期187-188,共2页
Shanxi Architecture
关键词
斜坡体
稳定性
地质灾害
评价
slope body
stability
geological disaster
evaluation