桩承锚定板挡土墙在填方边坡中的应用研究  

Research on Application of Pile-bearing Anchored Plate Retaining Wall in Filled Slope

作　　者：刘文祥[1] 吴婷[1] 肖贯中 Liu Wen-xiang;Wu Ting;Xiao Guan-zhong(College of Civil and Construction Engineering,Hunan Institute of Technology,Hengyang 421002,Hunan Province,China)

机构地区：[1]湖南工学院/土木与建筑工程学院,湖南衡阳421002

出　　处：《建筑与装饰》2022年第20期139-141,共3页Construction & Decoration

基　　金：湖南省教育厅科学研究项目,项目名称:软弱地质条件下填方边坡桩承组合支护结构安全性研究和经济性分析,项目编号,20C0556。

摘　　要：填方边坡是建筑边坡中的常见形式,选择垂直支挡结构有利于提高建筑场地内土地资源利用率,桩承锚定板挡土墙是一种适用于该类边坡支护的新型支挡结构。本文重点介绍了该结构的形式和特点,论述了其设计理论和设计计算要点,介绍了该支挡结构在工程实例中的应用,以期为同类边坡工程支护提供一定参考。Filled slope is a common form of building slope,and choosing vertical retaining structure is beneficial to improve the utilization rate of land resources in the construction site.Pile-bearing anchored plate retaining wall is a kind of new retaining structure suitable for such slope.This paper focuses on the form and characteristics of this structure,discusses its design theory and design calculation points,and introduces the application of this retaining structure in engineering examples,in order to provide some reference for similar slope engineering supporting.

关 键 词：桩承锚定板挡土墙 内力分布 承载力 稳定性 

分 类 号：U41[交通运输工程—道路与铁道工程]