DocumentCode
3166663
Title
Effect of old mixture proportion on gradation and performance of recycled asphalt mixture
Author
Li, Peilong ; Ding, Zhan
Author_Institution
Sch. of Highway Eng., Chang´´an Univ., Xi´´an, China
fYear
2011
fDate
16-18 April 2011
Firstpage
2167
Lastpage
2170
Abstract
Recycling technology for asphalt mixture has been widely applied. The old mixture proportion is an important index for the recycled asphalt mixture. According to the relationship of old-mixture gradation, proportion and design gradation of recycled mixture, the authors discussed the effects of old mixture proportion on gradation adjustment of recycled mixture. Recycled mixtures respectively containing 0%, 30%, 50%, 70% (by weight) of old mixture were prepared to analyze the influence of old mixture proportion on high and low temperature performance, water stability and aging resistance of recycled mixture. The results indicate that gradation of recycled mixture can not be adjusted to aiming gradation if the old mixture proportion was too large. With the increase of old mixture proportion, high temperature performance and aging resistance of recycled mixture enhance, but low temperature performance and water stability decay sharply. In practical application, reasonable proportion of old mixture should be determined according to gradation, performance demand and economy of recycled mixture.
Keywords
asphalt; mixing; recycling; road building; aging resistance; old mixture proportion effect; recycled asphalt mixture; recycled mixture gradation; recycling technology; temperature performance; water stability; Aging; Asphalt; Nickel; Presses; Road transportation; Stability criteria; Water conservation; gradation; old mixture proportion; recycled asphalt mixture; road performance;
fLanguage
English
Publisher
ieee
Conference_Titel
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location
XianNing
Print_ISBN
978-1-61284-458-9
Type
conf
DOI
10.1109/CECNET.2011.5769181
Filename
5769181
Link To Document