摘要
描述了漳龙线K120+135^+215段路肩挡土墙的病害特征,依据工程地质条件对病害成因进行分析。对挡土墙进行了稳定性定量计算,提出采用肋柱整板式锚索对既有挡土墙进行加固,给出了肋柱整板式锚索设计方案。
The disease Characteristics of retaining wall in the Zhang-long Railway K120＋135 to ＋215 sections is described, and the causes were analyzed according to the engineering geological conditions. The stability of retaining wall is calculated. The layout of rein- forcement of retaining wall is the column-anchor cable. The design scheme of column-anchor cable is given in detail.
作者
李昶
雷能忠
周钦
LI Chang LEI Nengzhong ZHOU Qin(Nanchang Railway Survey and Design Institute Co., LTD, Nanchang, Jiangxi 330002 Department of Civil Engineering and Architecture, Wuyi University, Wuyishan, Fujian 354300)
出处
《武夷学院学报》
2016年第9期66-68,98,共4页
Journal of Wuyi University
基金
福建省科技计划重点项目(2014Y0040)
国土资源部丘陵山地地质灾害防治重点实验室开放基金资助资助(FJKLGH2015K003)
关键词
肋柱式锚索
挡土墙
漳龙线
column-anchor cable
retaining wall
Zhang-long Railway
