摘要
介绍了孝柳铁路K32+000~K32+150段的自然地理条件及地质环境条件,根据该铁路段路基滑坡的特征,分析了路基滑坡的岩土物理力学指标与成因机制,最后提出了路基滑坡的防治措施。
This paper introduced the natural geographical and geological environment conditions of K32 + 000 ~ K32 + 150 section of Xiaoliu railway,according to the characteristics of railway section sub-grade landslide,analyzed the rock soil physical mechanics index and formation mechanism of sub-grade landslide,and finally put forward some measures for the prevention and treatment of sub-grade landslide.
出处
《山西建筑》
2016年第21期141-143,共3页
Shanxi Architecture
关键词
铁路
路基
滑坡
地质条件
稳定性
railway
sub-grade
landslide
geological condition
stability