Estimating correlations between rheological characteristics, engineering properties, and CO2 emissions of warm-mix asphalt

被引:24
|
作者
Jamshidi, Ali [1 ]
White, Gregory [2 ]
Kurumisawa, Kiyofumi [3 ]
Nawa, Toyoharu [3 ]
Igarashi, Toshifumi [3 ]
Hamzah, Meor Othman [4 ]
机构
[1] Yoshizawa Lime Ind Co Ltd, Prod Dept, Engn Grp, Tokyo, Japan
[2] Univ Sunshine Coast, Sippy Downs, Qld, Australia
[3] Hokkaido Univ, Kita Ku, Kita 13,Nishi 8, Sapporo, Hokkaido 0608628, Japan
[4] Univ Sains Malaysia, Engn Campus, Perai 14300, Pulau Pinang, Malaysia
基金
日本学术振兴会;
关键词
PERFORMANCE; TECHNOLOGIES; SASOBIT(R); MIXTURES; BINDER; HOT;
D O I
10.1016/j.jclepro.2018.04.087
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this study, the effects of the warm-mix asphalt additive content, asphalt type, and various mixing and test temperatures on the creep stiffness and cumulative micro-strain of asphalt mixtures were analyzed. In addition, the correlation between the rheological properties of the warm mix binders and mixtures were evaluated. Furthermore, a new methodology, namely, the hypotenuse length and sustainable angle method, was proposed to analyze the structural environmental performance of the warm mix technology. The results showed that there was a close relationship between the properties of the asphalt binders and mixtures for various binder types and ageing states. Furthermore, the results indicated that this new methodology could be used by pavement and environment engineers to determine whether an asphalt mix is consistent with environmental regulations well as satisfying the structural performance requirements. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:635 / 646
页数:12
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