某省道公路路基边坡滑塌治理方案探讨  

Discussion on Control Schemes of Subgrade Slope Collapse of a Provincial Highway

作　　者：饶江勇 Rao Jiangyong(Hubei Provincial Communications Planning and Design Institute Co.,Ltd.,Wuhan,Hubei 430051)

机构地区：[1]湖北省交通规划设计院股份有限公司,湖北武汉430051

出　　处：《工程技术研究》2020年第20期58-59,共2页Engineering and Technological Research

摘　　要：为选取治理某省道公路路基滑坡的方案,文章通过采用现场地调、钻探等方法,查清了现场的地质条件和滑坡发育的基本特征,并分析、评价了该滑坡的稳定性,最后通过对比路肩挡土墙方案和坡脚挡土墙方案的优缺点,认为路肩挡土墙方案为最佳方案。In order to select the control scheme of a provincial highway subgrade landslide, the geological conditions and the basic characteristics of landslide development are found out through field geological survey, exploration and other methods. It also analyzes and evaluates the stability of the landslide. Finally, the shoulder retaining wall scheme is recommended as the best solution by comparing the advantages and disadvantages of the shoulder retaining wall scheme and the slope toe retaining wall scheme.

关 键 词：路基 边坡滑塌 治理方案 

分 类 号：U418.55[交通运输工程—道路与铁道工程]