摘要
分析了高速铁路路桥过渡段变形的原因,根据实践经验,提出了路桥过渡段的工程处理方法,归纳了不同情况下路桥过渡段的处理重点以严格控制路桥过渡段的沉降差,保证高速列车的平稳舒适运行。
The paper analyzes reasons for deformation of transition part between road and bridge of high-speed railway, it proposes dealing methods according to practical experiences, concludes focal points when dealing the above part under different situations. It aims to control settlement difference of transition part, thus to assure stability and comfort of the high-speed train.
出处
《山西建筑》
2009年第19期275-276,共2页
Shanxi Architecture
关键词
高速铁路
路桥过渡段
路基
沉降差
high-speed railway, transition part between mad and bridge, mad foundation, settlement difference
