DocumentCode :
2844079
Title :
Changsha Huanghua Airport Runway Overlay of Asphalt Concrete Mixture Optimization
Author :
Jue, Wang ; Lifang, Liu
Author_Institution :
Sch. of Highway, Chang´´an Univ., Beijing, China
Volume :
1
fYear :
2010
fDate :
13-14 Oct. 2010
Firstpage :
428
Lastpage :
430
Abstract :
SMA asphalt mixture is the old airport pavement overlay of asphalt concrete most commonly used technical solutions, combined with the previous runway coagulation Concrete Asphalt design, from the perspective of Asphalt Mixture Design. Laboratory produced using different asphalt modifier, additives (fiber, anti-rutting agent) to form several SMA asphalt mixture. Laboratory tests are to be determined each program´s conventional indicators, such as pavement rutting performance. Analysis of test results, the final mixture is to be determined the optimal program. The results showed that SBS star relative linear modifier better road performance, the selection of PAN fiber than the lignin additive mixture of additives on the adhesion, crack resistance, resistance to water damaging have a larger increase, which for the SMA in the application of the runway asphalt concrete pavement to provide a basis for improvement.
Keywords :
additives; adhesion; airports; asphalt; concrete; cracks; mechanical testing; polymer fibres; roads; Changsha Huanghua airport; SMA asphalt mixture; additives; adhesion; airport pavement overlay; airport runway; asphalt concrete mixture optimization; asphalt concrete pavement; asphalt modifier; crack resistance; lignin fiber; pavement rutting performance; polypropylene fiber; styrene-butadiene-styrene block copolymers; water damage resistance; Additives; Airports; Asphalt; Concrete; Optical fiber testing; Scattering; Softening; SMA asphalt mixture; mix proportion component; modified asphalt;
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.2010.7
Filename :
5743213
Link To Document :
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