摘要
该文主要介沼泽区河流上桩柱式桥台锥坡随河床移动,带动台后路基下沉、搭板尾路面横裂,危害行车安全及桥台设计问题的分析。
The article mainly introduces and analyzes the problems that the cone slope of pile frame-bent abutment on the rivers of bog area causes the roadbed sinking at the back of abutment and the cross crack of pavement at the end of the spliced slab with the riverbed movement,which hurt the driving security and abutment design.
出处
《城市道桥与防洪》
2011年第9期71-72,321,共2页
Urban Roads Bridges & Flood Control
关键词
桩柱式桥台
台前锥体下沉
设计
pile frame-bent abutment,cone sinking in front of abutment,design