摘要
为了研究路基不均匀沉降对路面受力变形的影响,建立了弹性地基上路面板变形的基本方程,推导了路基不均匀沉降时路面板弯沉的解析解。为实际工程设计、施工提供可借鉴的理论依据。
In order to study the effects of non - uniform roadbed settlement on the force and deformation of pavement, the basic equations on deformation of the pavement on the elastic foundation are established, the analytic solution of pavement deflection versus non - uniform roadbed settlement. The theoretical foundation is supplied for engineering design and construction.
出处
《广东公路交通》
2008年第1期15-16,19,共3页
Guangdong Highway Communications
关键词
路基
沉降
弯沉
路面
Roadbed, Settlement, Deflection, Pavement
