DocumentCode
3363169
Title
A new type of expand-footed tubular pile constructed by static driving
Author
Ding, Cuihong ; Hu, Minyun ; Ying, Yimiao
Author_Institution
Coll. of Archit. & Civil Eng., Zhejiang Univ. of Technol., Hangzhou, China
fYear
2010
fDate
26-28 June 2010
Firstpage
965
Lastpage
969
Abstract
As a new type of pile, expand-footed tubular pile consists of pre-stressed concrete tubular pile and enlarged concrete foot formed by extruding concrete. Its construction technique, load transfer characteristic, laboratory model experiment, in-site test and application in a project are introduced here. It is found that by statically driving some concret into tubular pile bottom, an ellipsoidal foot is shaped, the pile vertical capacity increases evidently, the soil near foot has been squeezed more dense. The pile is proved with the property of higher bearing capacity, smaller settlement, more economic and environment protection compared with ordinary close bottom tubular pile. It is valuable to be spread in use.
Keywords
building; foundations; ellipsoidal foot; expand-footed tubular pile; in-site test; laboratory model experiment; load transfer characteristic; static driving; Concrete; Costs; Environmental economics; Foot; Footwear; Laboratories; Shafts; Soil; Steel; Testing; bearing capacit; expand-footed tubular pile; experiment; site test; static driving;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5536441
Filename
5536441
Link To Document