DocumentCode
3248903
Title
The research of the relationship between single ultimate bearing capacity and final pressure of jacked tube pile in the Yellow River alluvial plain
Author
Hao, Xiao Hong
Author_Institution
North China Inst. of Water Conservancy & Hydroelectric Power, Zhengzhou, China
fYear
2011
fDate
22-24 April 2011
Firstpage
877
Lastpage
879
Abstract
On the basis of the large quantities of jacked tube pile load test research in Zhengzhou city, the ultimate bearing capacity of single pile is obtained based on the Q-S curve test results.Then, the relationship between single pipe ultimate bearing capacity and final pressure of single pile is analyzed by using the mathematical statistics method. Finally , the regions experience formula is established, so as to evaluate the relationship between the Final Pressure of jacked tube pile and the Ultimate Bearing Capacity of Single Pile at the different aspect ratios and the sand layer, which provides an evidence for jacked tube pile of application and promotion in the Yellow River alluvial plain.
Keywords
foundations; geotechnical engineering; mechanical testing; pipes; statistical analysis; Q-S curve test; Yellow River alluvial plain; Zhengzhou city; jacked tube pile final pressure; jacked tube pile load test; mathematical statistics method; single pile ultimate bearing capacity; Buildings; Electron tubes; Friction; Presses; Resistance; Rivers; Soil; Jacked tube pile; single pile ultimate bearing capacity; slenderness ratio; the final pressure;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5775838
Filename
5775838
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