Moisture Damage Range in Gradation of Asphalt Mixture ATB-25

The first aim of asphalt mixture gradation design is moisture resistance and uniformity. In such a case, the high temperature stability and durability is to be improved. In order to improve the moisture resistance level of asphalt mixture ATB-25, and reduce the possibility of moisture damage, the ex...

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Bibliographic Details
Published inAdvanced Materials Research Vol. 1094; pp. 249 - 252
Main Authors Zhan, Gao Feng, Tian, Peng, Nai, Lei
Format Journal Article
LanguageEnglish
Published Zurich Trans Tech Publications Ltd 01.03.2015
Subjects
Asphalt
Damage
Design analysis
Durability
Moisture
Moisture resistance
Stability
Variability
Asphalt Mixture
Gradation
Pavement Disease
ATB-25
Moisture Damage
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Summary:The first aim of asphalt mixture gradation design is moisture resistance and uniformity. In such a case, the high temperature stability and durability is to be improved. In order to improve the moisture resistance level of asphalt mixture ATB-25, and reduce the possibility of moisture damage, the experiment will use the orthogonal method. On this condition, chose 9 group of mixture gradation with two factors and three levels. With marshall experiment and the results analysis we find the relationship in VV, asphalt content and gradation. The maximal and minimum value of VV will be found. The range of moisture damage will be obtained. This research will provide a meaningful reference for ATB-25 gradation design.
Bibliography:Selected, peer reviewed papers from the 2014 4th International Conference on Chemical, Material and Metallurgical Engineering (ICCMME 2014), December 30-31, 2014, Shenzhen, China
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SourceType-Scholarly Journals-1
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ISBN:9783038354291
3038354295
ISSN:1022-6680
1662-8985
1662-8985
DOI:10.4028/www.scientific.net/AMR.1094.249