DocumentCode
2080727
Title
Analysis of different fillers on performance of asphalt mastic
Author
Chen, Jing ; Zhou, Liang ; Hao, Pei-wen
Author_Institution
Key Lab. for Special Area Highway Eng. of Minist. of Educ., Chang´´an Univ., Xi´´an, China
fYear
2011
fDate
16-18 Dec. 2011
Firstpage
2379
Lastpage
2382
Abstract
The main objective of this study is to evaluate high temperature performance of asphalt mastic made with hydrated lime or ordinary Portland cement. Softening point, Dynamic Shear Rheological and Viscosity Tests were conducted. The results demonstrated that asphalt mastic with hydrated lime showed significant improvement at the low replacement level, however, higher hydrated lime may lead to lower construction workability. It is recommended that to control the replacement level of hydrated lime not exceed 30% in practical application. The performance of cement asphalt mastic increase with addition of ordinary Portland cement. It is found that workability performance of cement asphalt mastic is markedly improvement with the increase of Filler/Asphalt Ratio.
Keywords
asphalt; cements (building materials); construction industry; mechanical testing; performance evaluation; rheology; viscosity; workability; asphalt mastic performance; construction workability; different filler analysis; dynamic shear rheological tests; filler-asphalt ratio; high temperature performance evaluation; hydrated lime; ordinary Portland cement; softening point; viscosity tests; Asphalt; Minerals; Mortar; Powders; Softening; Temperature; Viscosity; Asphalt mixture; asphalt mastic; cement; high temperature performance; hydrated lime; workability;
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.2011.6199699
Filename
6199699
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