摘要
本文以工程实例,验证了人工静压 PHC 管桩加固撞损桥梁桩基,其入土长度和竖向承载力均可达到设计要求和使用要求,桥梁横向抗推刚度也得到了提高,为同类桩基加固处理提供了参考。
Based on the engineering example, this article ve-rifies the col ision damage of pile foundation with artificial static PHC pipe pile strengthening bridge, both of the embe-dded length and vertical bearing capacity can meet the design requirements and usage requirements, lateral rigidity of bridge is also improved, and provides reference for similar pile fo-undation reinforcement.
出处
《城市建筑》
2014年第17期340-340,344,共2页
Urbanism and Architecture
关键词
撞损桩基
预应力管桩
加固设计
col ision damage of pile foundation
prestressed pipe pile
strengthening design