摘要
结合工程地质条件,对漳永高速K57＋440~K57＋600左侧高边坡变形失稳进行了相关因素分析。在边坡稳定性计算分析的基础上,结合工程现场条件,采取了＂削坡卸载＋抗滑桩＂的治理方案,实施后效果较好。
According to the engineering geological conditions,the factors that related to the deformation and instability of the K57 ＋ 600 ~ K57 ＋ 600 left high slope of Zhang Yong highway in this paper. On the basis of calculation and analysis of slope stability,combined with the engineering site conditions,the control scheme of ＂ cutting slope unloading ＋ anti slide pile＂ is adopted,and the effect is good after the implementation.
出处
《内蒙古公路与运输》
2016年第2期39-42,45,共5页
Highways & Transportation in Inner Mongolia
关键词
漳永高速
深路堑
边坡
滑坡
Zhang Yong Highway
Deep cutting
Side slope
Landslide
