摘要
以重庆市和上海市为依托,对山区和平原地区的旧路拓宽工程及其相关病害进行系统的调研和分析.结果表明,旧路拓宽工程中的新老路基结合方式主要取决于地形地基条件、拓宽范围、新路基填挖形式、新老边坡类型和新老路基共同作用层厚度5大分类因素;旧路拓宽工程的病害主要表现为路基、路面和支挡结构的损坏,以及路面整体性能的下降;病害的成因往往是多方面的,但新老路基之间的不良结合和不协调变形是最根本的,也是旧路拓宽工程中的主要控制机理.
When the width of a road is insufficient to meet current National Highway Standards or the need of increased traffic loading, it will be widened. But some facility distresses often appear in road widening engineering, especially the pavement distresses near the position of existing-widening subgrades integration. Several existing widened roads in Chongqing and Shanghai were chosen to investigate the facility distresses in road widening engineering. Based on the investigation and a classification of the combining modes between the existing subgrade and the widening one,the distress characteristics and mechanism in road widening engineering are proposed in this paper. It is shown that the distress resulted essentially from the instable integration and the incoordinate deformation between the existing subgrade and the widening one.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2004年第2期197-201,共5页
Journal of Tongji University:Natural Science
基金
交通部西部交通建设科技资助项目(200131882260)
关键词
旧路拓宽
新老路基结合
病害机理
不协调变形
existing road widening
existing-widening subgrades integration
distress mechanism
incoordinate deformation
