DocumentCode
2805841
Title
Research of bored pile drilling technique under complicated geological condition
Author
Liu, Yaodong ; Li, Hengtai
Author_Institution
Sch. of Civil Eng. & Archit., Hubei Univ. of Technol., Wuhan, China
fYear
2011
fDate
15-17 July 2011
Firstpage
3330
Lastpage
3332
Abstract
The foundation of super large bridge of Jinghu Express Railway over the Huaihe river is composed of eight bored piles whose diameter is 2.2m and the designed length of piles is 50m. The geological condition of bridge site is complicated and piles have to pass through six-meter thick granite. The drilling platform need to be built firstly at the position of the bored piles and then the air lifting reverse circulation drilling machine is used to the construction of bored piles. It was solved for the large diameter bored piles to be constructed in the deep water and complicated geological condition through the design and construction of deep water drilling platform, the drilling pressure and speed control under the different geological condition and so on. The research showed the bored piles could satisfy the technique request of express railway.
Keywords
bridges (structures); design engineering; drilling (geotechnical); foundations; railway engineering; Huaihe river; Jinghu Express Railway; air lifting reverse circulation drilling machine; bored pile drilling; complicated geological condition; construction; design; foundation; super large bridge; Bridges; Drilling machines; Geology; Industries; Presses; Rail transportation; Rivers; Express railway; Huaihe super large bridge; bored piles; drilling platform; drilling pressure; drilling speed; quality control;
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.2011.5987704
Filename
5987704
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