DocumentCode
3239559
Title
Sinking construction technology for large steel cofferdam in strong tide river part
Author
Yuan Min ; Guo Ping ; Wang Zhe
Author_Institution
Eng. Dept., Hangzhou Municipal Urban Infrastruct. Dev. Co., Hangzhou, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2579
Lastpage
2582
Abstract
In strong tide river part, large steel cofferdam sinking construction is complex, and cannot foresight under strong tidal influence. Deviation is prone to occur in sinking process, and rectifying deviation is very hard to do, which will influence the follow-up cushion cap construction quality control to a certain extent. The sinking construction technology for bottomless double wall large steel cofferdam is introduced in the paper, which provides valuable experience for the sinking construction of similar projects in future.
Keywords
construction; quality control; steel; bottomless-double-wall large-steel cofferdam; follow-up cushion cap construction quality control; rectifying deviation; sinking construction technology; strong-tide river part; Bridges; Companies; Rail transportation; Rivers; Road transportation; Steel; Tides; large scale; sinking construction; steel cofferdam; strong tide;
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.2011.5775398
Filename
5775398
Link To Document