摘要
结合牌头浦阳江特大桥跨深静水双壁围堰施工实例,重点介绍主桥深水基础采用双壁钢围堰设计技术,对类似水纹地质条件下施工具有一定的指导意义。
The paper introduces the double-wall steel cofferdam design technique of main bridge deepwater foundation in combination with the construction of deepwater round double-wall steel cofferdam for Paitoupuyang River Super Bridge to provide guidance for construction under similar hydro-geological conditions.
出处
《铁道建筑技术》
2012年第4期30-33,共4页
Railway Construction Technology
关键词
特大桥
深水基础
双壁钢围堰
设计
super bridge
deepwater foundation
double-wall steel cofferdam
design
