锚索挡土墙支护结构在319国道萍莲公路中的应用  

Application of Anchored Cable Earth-Retaining Wall in Pinglian Section of No.319 National Highway

作　　者：宁齐元[1] 

机构地区：[1]湖南理工职业技术学院,湖南湘潭411402

出　　处：《甘肃科学学报》2006年第1期88-90,共3页Journal of Gansu Sciences

摘　　要：319国道萍莲公路K1009＋680～K1022＋166段路堤高边坡为减少路堤边坡填方与占地，采用锚索式钢筋混凝土挡土墙作为支护结构．工程实践证明，该项技术在山区高速公路边坡治理工程中能够起到较好的效果，并具有推广和借鉴意义．Earth-retaining walls with anchored cables and reinforced concrete were constructed as support structures in order to reduce the slope height of road shoulder and the land use along the Lianping highway （from K1009＋ 680 to K1022＋166） of No. 319. The engineering practices indicated that this technique could be effectively applied in slope treatment in mountainous areas.

关 键 词：高速公路 稳定性 锚索挡土墙 工程应用 治理效果 

分 类 号：U417.11[交通运输工程—道路与铁道工程]