摘要
昆明新南亚风情园基础设计为静压预制管桩,试桩承载力等参数满足设计要求,但工程桩施工完毕,进行检测时发现浮桩。通过分析浮桩的原因,采取复压处理方案,各项参数符合设计要求。总结了静压桩施工和浮桩处理的经验和体会。
The foundation of Nanyafengqing Garden was designed of static pressure pre-cast tube pipe; pile floating was detected after construction. Through the cause analysis, repressing treatment scheme was applied with parameters satisfying the design requirement.
出处
《探矿工程（岩土钻掘工程）》
2009年第4期55-58,共4页
Exploration Engineering:Rock & Soil Drilling and Tunneling
关键词
静压预制管桩
浮桩
挤土效应(应力)
超孔隙水压力
承载力
复压
static pressure pre-cast tube pipe
pipe floating
compaction effect
excess pore water pressure
bearing capacity
repressing
