DocumentCode
2848688
Title
The Application and Optimization Research of Steel Deck SMA Asphalt Pavement
Author
Wang Jue
Author_Institution
Airport Eng. Civil Aviation R&D Base, China Super-Creative Airport Tech. Ltd., Beijing, China
Volume
2
fYear
2010
fDate
13-14 Oct. 2010
Firstpage
571
Lastpage
573
Abstract
In recent years, SMA often used for Orthotropic Steel Box Girder Bridge deck pavement on the surface,but the effect is not ideal. The analysis and research based on SMA which in the steel bridge deck layer in domestic steel box girder bridge has built the application effect of SMA surfacing. From the angle of mixing gradation optimization to analysis, through the laboratory test to comparing the asphalt mixture conventional index, rutting of road performance index of different schemes, and the compound beam fatigue test get the best combination scheme of asphalt mixture pavement performance. Experiments show that asphalt mixture adopted high adhesive modification has better performance than SBS modified. Fatigue resistance and high-temperature stability were greatly improved by choose different additives. This is also provides basis for the application of SMA in the steel bridge deck pavement improving.
Keywords
asphalt; beams (structures); bridges (structures); fatigue testing; mechanical stability; mixing; mixtures; optimisation; performance index; road building; steel; supports; asphalt mixture pavement performance; compound beam fatigue test; fatigue resistance; high-temperature stability; mixing gradation optimization; orthotropic steel box girder bridge; road performance index; steel bridge deck pavement; steel deck SMA asphalt pavement; Asphalt; Bridges; Fatigue; Stability criteria; Steel; Thermal stability; SMA asphalt mixture; compound beam fatigue test; gradation optimization; high adhesive modification asphalt; steel deck pavement;
fLanguage
English
Publisher
ieee
Conference_Titel
Intelligent System Design and Engineering Application (ISDEA), 2010 International Conference on
Conference_Location
Changsha
Print_ISBN
978-1-4244-8333-4
Type
conf
DOI
10.1109/ISDEA.2010.207
Filename
5743482
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