DocumentCode :
2080775
Title :
Comparative research on Superpave Gyratory Compaction method and Marshall Compaction method in the mix design of AC-16
Author :
Cheng, Yongchun ; Bi, Haipeng ; Gong, Yafeng ; Jiao, Yubo ; Yang, Xiaochao
Author_Institution :
Coll. of Traffic, Jilin Univ., Changchun, China
fYear :
2011
fDate :
16-18 Dec. 2011
Firstpage :
2383
Lastpage :
2385
Abstract :
Gradation designs of AC-16 dense-graded asphalt mixture are conducted separately using the Marshall Compaction method of China and Superpave Gyratory Compaction method of America. The indexes determined by these two design methods are compared and analyzed. The results show that the optimum asphalt content determined by Superpave Gyratory Compaction method is a little more than that determined by Marshall Compaction method, and Superpave Gyratory Compaction method is better than Marshall Compaction method in pavement performance such as dynamic stability, freeze-thaw split tensile strength ratio, residual stability and so on.
Keywords :
asphalt; compaction; roads; AC-16 dense-graded asphalt mixture; AC-16 gradation design; Marshall compaction method; dynamic stability; freeze-thaw split tensile strength ratio; optimum asphalt content; pavement performance; residual stability; superpave gyratory compaction method; Asphalt; Compaction; Design methodology; Indexes; Stability criteria; Thermal stability; Marshall; Superpave; asphalt mixture; gyratory compactor;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Transportation, Mechanical, and Electrical Engineering (TMEE), 2011 International Conference on
Conference_Location :
Changchun
Print_ISBN :
978-1-4577-1700-0
Type :
conf
DOI :
10.1109/TMEE.2011.6199700
Filename :
6199700
Link To Document :
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