Study on the effect of aging on cracking resistance of virgin asphalt binder and its evolution model

被引:6
|
作者
Guan, Mingyang [1 ,2 ]
Guo, Meng [1 ,2 ]
Tan, Yiqiu [1 ,2 ,3 ]
Du, Xiuli [1 ,2 ]
机构
[1] Beijing Univ Technol, State Key Lab Bridge Engn Safety & Resilience, Beijing 100124, Peoples R China
[2] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
[3] Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin 150090, Peoples R China
基金
中国国家自然科学基金;
关键词
Asphalt binder; Aging; Cracking resistance; Low-temperature performance; Correlation analysis; Evolution model; LOW-TEMPERATURE PERFORMANCE; RHEOLOGY;
D O I
10.1016/j.conbuildmat.2023.133443
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The cracking resistance of asphalt pavement is significantly affected by the aging of asphalt binder. A better understanding of the effect of aging on the cracking resistance of virgin asphalt binders can help to determine the optimum maintenance time. In this study, the rolling thin film oven test (RTFOT) and pressure aging vessel (PAV) test were conducted to simulate short-term aging and long-term aging of asphalt binders, respectively. Frequency sweep tests were conducted on two asphalt binders at different aging conditions. The Glover-Rowe (G-R) parameter, stiffness modulus (S), creep rate (m), continuous grading temperature (T-c), critical temperature difference (Delta T-c), relaxation time (lambda), dissipation energy ratio (W-d/W-s), low-temperature indicator ratio (m/S), low-temperature comprehensive compliance parameter (J(c)) were obtained. Meanwhile, the sensitivities of different indicators to aging were analyzed and the correlations between G-R parameter and various low-temperature indicators were discussed. Subsequently, a nonlinear model of asphalt binder aging was established by a rheological indicator. The results showed that aging had a significant impact on the low-temperature properties of asphalt binder. G-R parameter, T-c, lambda increased with the growth of aging severity, whereas m, Delta T-c, W-d/W-s were contrary to this trend. S, m/S, J(c) had no significant relationship with the degree of aging. Moreover, G-R parameter and Delta T-c were very sensitive to aging. The G-R parameter had a good correlation with m, T-c, lambda, Delta T-c and W-d/W-s, respectively. It indicated that G-R parameter was closely related to the low-temperature properties of asphalt binders. The aging nonlinear model containing G-R parameter could exactly describe the aging evolution of virgin asphalt binder. It is helpful for the prediction of cracking resistance of asphalt binder and determination of maintenance plan.
引用
收藏
页数:14
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