DocumentCode
2802988
Title
Notice of Retraction
The practice and application of temperature control technology of massive concrete in large-scale cushion cap
Author
Xiaoyong Ouyang ; Wenguang Zhao
Author_Institution
Hubei Key Lab. of Control Struct., Huazhong Univ. of Sci. & Technol., Wuhan, China
fYear
2011
fDate
15-17 July 2011
Firstpage
2739
Lastpage
2742
Abstract
Notice of Retraction
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
This article discuss firstly the research and practice of temperature control technology of massive concrete in large-scale cushion cap in Baishazhou Yangtze bridge at Wuhan and Sutong bridge, then demonstrates that the using of screen optimization of raw materials and mix proportion, scientific planning of pouring technology, reasonable select of maintenance, and application of monitoring in real-time of temperature and strain, etc., these techinical methods to guide the practice of temperature control plan, can reduce the hazard of temperature cracks of large-scale cushion cap, and promote the construction quality of large-scale cushion cap structure.
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
This article discuss firstly the research and practice of temperature control technology of massive concrete in large-scale cushion cap in Baishazhou Yangtze bridge at Wuhan and Sutong bridge, then demonstrates that the using of screen optimization of raw materials and mix proportion, scientific planning of pouring technology, reasonable select of maintenance, and application of monitoring in real-time of temperature and strain, etc., these techinical methods to guide the practice of temperature control plan, can reduce the hazard of temperature cracks of large-scale cushion cap, and promote the construction quality of large-scale cushion cap structure.
Keywords
bridges (structures); concrete; cracks; maintenance engineering; raw materials; structural engineering; temperature control; Baishazhou Yangtze bridge; Sutong bridge; Wuhan bridge; construction quality; large-scale cushion cap; maintenance; massive concrete; mix proportion; pouring technology; raw material; real-time monitoring; screen optimization; temperature control; temperature crack; Bridges; Concrete; Cooling; Monitoring; Strain; Temperature measurement; Baishazhou Yangtrize River Bridge; Sutong Bridge; double mixed technology; temperature crack; temperature monitoring;
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.2011.5987551
Filename
5987551
Link To Document