典型陡横坡条件下新型桩墙联合受力结构体系的应用研究  

Application and Research on Joint Force of Structure System of New Pile Wall under Typical Steep Slope

作　　者：陈华兴[1] 

机构地区：[1]贵州省交通规划勘察设计研究院股份有限公司,贵阳市550081

出　　处：《公路》2015年第10期18-22,共5页Highway

基　　金：贵州省交通运输厅科技项目;项目编号2014-121-029

摘　　要：以贵州省驾欧～荔波高速公路YK17＋465～YK17＋540段典型陡横坡填方路基为依托工程,综合考虑常规桩板墙和路堤墙支挡形式各自的优缺点,在山区高速公路典型陡横坡条件下,提出采用新型桩墙联合受力结构体系处理实际工程问题的方案。Based on the typical steep slope embankment on the YK17＋465～YK17＋465section of the Jiaou to Libo Expressway in Guizhou Province,the advantages and disadvantages of conventional piles wall and embankment retaining wall are comprehensively considered,it is the first time to propose the real engineering issues of the joint force-bearing structure system of the new type pile walls for typical steep slope of mountainous expressway in China.

关 键 词：路堤 桩墙联合受力 陡横坡 应力测试 数值模拟 

分 类 号：U416.1[交通运输工程—道路与铁道工程]