Investigation on the low temperature properties of asphalt binder: Glass transition temperature and modulus shift factor

被引:34
作者
Wang, Di [1 ]
Falchetto, Augusto Cannone [1 ,2 ]
Riccardi, Chiara [1 ]
Wistuba, Michael P. [1 ,2 ]
机构
[1] Tech Univ Carolo Wilhelmina Braunschweig, Braunschweig Pavement Engn Ctr ISBS, Beethovenstr 51b, D-38106 Braunschweig, Germany
[2] Univ Alaska Fairbanks, Dept Civil & Environm Engn, Fairbanks, AK 99775 USA
基金
中国国家自然科学基金;
关键词
Asphalt binder; Low temperature property; Dynamic Shear Rheometer (DSR); Glass transition; Modulus shift factor; Rheological modeling; RHEOLOGICAL PROPERTIES; MECHANICAL-PROPERTIES; TIME-TEMPERATURE; FORMING LIQUIDS; COOLING MEDIUM; RELAXATION; DEPENDENCE; FREQUENCY; RHEOMETRY; BEHAVIOR;
D O I
10.1016/j.conbuildmat.2020.118351
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper investigates the effect of the glass transition temperature, T-g, and the use of modulus shift factors b(T) on the measured rheological properties of asphalt binders at low temperatures. First, temperature-frequency (T-f) sweep tests are performed with the Dynamic Shear Rheometer (DSR) on asphalt binder, and, the corresponding T-g is calculated. Next, modulus shift factors b(T) is applied to the modulus data measured at temperatures below T-g in the Cole-Cole plot. Finally, a visual comparison of master curves and the parameter assessment of 2 Spring 2 Parabolic 1 Dashpot (2S2P1D) model are used to evaluate the effect of b(T). A significant increase in dynamic shear modulus is observed when the DSR test is performed below T-g, while b(T) can take into account this phenomenon on the shape of the curves in the Cole-Cole plot. Hence, the combined use of the horizontal shift factor, a(T), and modulus shift factor, b(T), is recommended when the DSR tests are performed at temperatures lower than the corresponding asphalt binders T-g. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:12
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