后注浆灌注桩在常州某超高层建筑地基处理中的选择  

Choice of Post Grouting Piles in Foundation Treatment of a Certain Super High Building in Changzhou

作　　者：奚赛英 尤迪[1] 

机构地区：[1]常州市规划设计院,江苏常州213003

出　　处：《常州工学院学报》2009年第6期4-6,共3页Journal of Changzhou Institute of Technology

摘　　要：通过某超高层建筑灌注桩成桩工艺的选择过程,从承载力、经济性及工期等方面的综合评价,得出后注浆灌注桩在常州地区超高层建筑中应用具有一定的优势。According to the selection process on piling technology of grouting piles in a certain super high building, and from the synthetical evaluation of beating capacity, economy and construction period, this concludes that the application of post grouting pile has certain advantages in super high building in Changzhou.

关 键 词：灌注桩 扩底灌注桩 后注浆灌注桩 

分 类 号：TU973[建筑科学—结构工程]