摘要
对高速铁路的路桥过渡段进行了研究,指出路桥过渡段是柔性路基与刚性桥台间转换地带,并简单探讨了过渡段的工后沉降原因及过渡段的设计,以指导实践。
This thesis studies the bridge transition section on high-speed railway, points out that bridge transition section is the transfer region of soft roadbed and stiff bridge dam, and briefly explores transition section settlement causes after construction and the transition section design, with a view to guide practice.
出处
《山西建筑》
2011年第17期129-130,共2页
Shanxi Architecture
关键词
过渡段
工后沉降
设计
transition section, settlement after construction, design