DocumentCode
2800288
Title
Full-scale test study on DX piles and post grouting bored piles
Author
Chen, Fei ; Chen, Lihong ; Tang, Songtao
Author_Institution
Sch. of Civil Eng., Beijing Jiaotong Univ., Beijing, China
fYear
2011
fDate
15-17 July 2011
Firstpage
2195
Lastpage
2198
Abstract
With the fast developing of superstructures and skyscrapers, the demands for high bearing capacity of pile foundations have been raised. Based on the axial loading test results of DX piles and post grouting bored piles, this paper mainly studies the bearing capacities of DX piles with the comparison of the post grouting bored piles. Test result shows that the bells of DX piles located on different strata bear the loads in turn from the top to bottom. It not only can greatly improve the bearing capacity, but also effectively controls the settlement. Adopting the DX pile can greatly reduce the diameter and/or length of piles, while it can well satisfy the requirements of high bearing capacity, which can receive good economic and social benefits.
Keywords
foundations; geotechnical engineering; mechanical testing; structural engineering; DX piles; axial loading test; bearing capacity; full-scale test study; pile foundations; post grouting bored piles; skyscrapers; strata bear; superstructures; Concrete; Helium; Loading; Resistance; Shafts; Soil; Sun; DX pile; axial loading test; bearing capacity; post grouting bored pile; settlement;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5987414
Filename
5987414
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