DocumentCode
1791180
Title
The Application of Double Load Cells Self-Balanced Method on the Static Load Test of Long Post-grouting Pile with Great Diameter
Author
Li Lailong ; Yang Zi
Author_Institution
Tongji Archit. Design (Group) Co., Ltd., Shanghai, China
fYear
2014
fDate
25-26 Oct. 2014
Firstpage
765
Lastpage
768
Abstract
The paper introduces the main test apparatus and keys of double load cells self-balanced method used in the static load test of one Huangpu river bridge with super span. The test results show that the double load cells self-balanced method has obvious advantages on the test for the long piles with great diameter injected cement from the bottom (post-grouting pile). This technology can solve the problem that the traditional static load test can´t solve, providing a way to solve the problem for practical application of engineering, and it has great application prospect in bridge piles.
Keywords
bridges (structures); cements (building materials); foundations; mechanical testing; Huangpu river bridge; bridge piles; double load cell self-balanced method; great diameter injected cement; long post-grouting pile; static load test; super span; test apparatus; Bridges; Computer crashes; Geologic measurements; Geology; Immune system; Loading; Soil; Double load cells; Major diameter long piles; Post-grouting pile; Self-balanced;
fLanguage
English
Publisher
ieee
Conference_Titel
Intelligent Computation Technology and Automation (ICICTA), 2014 7th International Conference on
Conference_Location
Changsha
Print_ISBN
978-1-4799-6635-6
Type
conf
DOI
10.1109/ICICTA.2014.185
Filename
7003648
Link To Document