超高缓和段桥梁设计中的横坡处理  

Treatment of Horizontal Slope in Bridge Design of Super-High Gentle Section

作　　者：郭强[1] 魏炜[1] 

机构地区：[1]长安大学公路设计研究院,西安市710064

出　　处：《公路》2003年第8期87-89,共3页Highway

摘　　要：提出了桥梁设计中对超高缓和段横坡问题的不同处理方法 ,对各种方法进行了定量的分析与归纳 。The different treatment methods of horizontal slope in bridge design of super high gentle section of expressway are presented in this paper.The quantitative analysis and induction about those methods are completed Their application conditions and ways of selection of design methods as well are summarized in more detail

关 键 词：超高缓和段 桥梁设计 横坡处理 定量分析 设计方法 路线设计 

分 类 号：U442.5[建筑科学—桥梁与隧道工程] U443.32[交通运输工程—道路与铁道工程]