摘要
通过一实际工程,分析了静压预应力管桩斜桩产生的原因,提出处理斜桩的措施。实践证明通过对断裂斜桩及基础承台、底板的整体加固,并考虑上部结构———承台、底板—桩—土的综合共同作用来弥补因斜桩而造成的承载力损失是行之有效的处理方法。
In the light of a practical project, authors analysize the cause of pipe piles' slope, put forward the measure of dealing with sloping piles. The practice shows that it is effective to remedy the loss of bearing capacity due to sloping piles by reinforcing cracking sloping piles, foundation caps and ground board together, with considering of the cooperation of upper- level structure - pile cap trod ground board pile - earth.
出处
《低温建筑技术》
2006年第5期147-148,共2页
Low Temperature Architecture Technology
关键词
静压预应力管桩
断裂斜桩
综合共同作用
statically pressed prestressed pipe pile
cracking sloping pile
combined action