Application of pedestal uplift piles to Yujiapu north-south undergound garage in Tianjin
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Application of pedestal uplift piles to Yujiapu north-south undergound garage in Tianjin
Vol. 35, Issue S2, (2014)
作者机构:
1. 天津新金融投资有限责任公司,天津,113310
2. 华东建筑设计研究院有限公司,上海,200002
作者简介:
基金信息:
DOI:
CLC:TU443
Online First:12 November 2014,
Published:2014
稿件说明:
移动端阅览
ZHAO Tong, YANG Hai-song, WANG Xiang-jun. Application of pedestal uplift piles to Yujiapu north-south undergound garage in Tianjin[J]. 2014, 35(S2).
DOI:
ZHAO Tong, YANG Hai-song, WANG Xiang-jun. Application of pedestal uplift piles to Yujiapu north-south undergound garage in Tianjin[J]. 2014, 35(S2).DOI:
Application of pedestal uplift piles to Yujiapu north-south undergound garage in Tianjin
There is a great development of underground space in the Yujiapu area
in Tianjin. The problem of anti-float is serious
because of the buried depth of the basement is deep and the groundwater table is higher. The monolayer area is about 30
000 m2; and the buried depth of the basement is about 16 m. Based on the Yujiapu north-south underground garage
the tests on pedestal uplift piles and side-grouting uplift piles are canied out. The tests show that
compared with the normal uplift piles
the pedestal uplift piles and side-grouting uplift piles have advantages of greater uplift bearing capacity and shorter pile length; so that its economic benefit is notable. The pedestal pile is better than the side-grouting piles in the aspects of ultimate bearing capacity and displacement controlling. The pedestal uplift pile is used in the garage; full hydraulic swivel-driven construction technology is used too. The successful using of the pedestal uplift piles has great significance and practical engineering value; it will be a good practical case for similar projects.