Rheological properties of asphalt binder modified with recycled asphalt fop materials and light-activated self-healing polymers

被引:16
|
作者
Shirzad, Sharareh [1 ]
Hassan, Marwa M. [1 ]
Aguirre, Max A. [1 ]
Mohammad, Louay N. [2 ]
Cooper, Samuel, Jr. [3 ]
Negulescu, Ioan I. [4 ]
机构
[1] Louisiana State Univ, Dept Construct Management, Baton Rouge, LA 70803 USA
[2] Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA 70803 USA
[3] Louisiana Transportat Res Ctr, Baton Rouge, LA USA
[4] Louisiana State Univ, Dept Chem, Baton Rouge, LA 70803 USA
关键词
Self-healing; Polymer; UV light; Asphalt binder; Recycled asphalt materials; RAP CONTENT; REJUVENATORS;
D O I
10.1016/j.conbuildmat.2019.05.189
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ultraviolet (UV), light-activated, self-healing polymers are an emerging technology that was proposed to enhance the elastic behavior of asphalt binder, while improving its self-healing properties. The objective of this study was to evaluate the effects of self-healing polymer on the rheological properties of binder blends prepared with or without recycled asphalt materials. Binder blends were prepared with two different binders (PG 67-22 and PG 70-22M), with or without recycled asphalt materials, and 5% self-healing polymer (Oxetane-substituted Chitosan-Polyurethane). High-Pressure Gel Permeation Chromatography (HP-GPC) results showed an increase in High Molecular Weight (HMW) components in the binder with an increase in stiffness through the addition of recycled materials. A further increase was observed with the addition of self-healing polymer. Fourier Transform Infrared Spectroscopy (FTIR) confirmed High-Pressure Gel Permeation Chromatography (HP-GPC) results with an increase in the carbonyl index. Furthermore, the addition of recycled materials led to an increase in the high-temperature grade and the low-temperature grade of the binder blends, while the self-healing polymer did not have a significant effect on the PG-grade. Overall, the addition of self-healing polymer led to an increase in stiffness and an improvement in the rutting performance, while it did not have a positive effect on low-temperature cracking performance. For unmodified binder (PG 67-22), self-healing polymer incorporation improved the elastic and fatigue cracking properties of the binder. However, when it was added to a polymer-modified binder (PG 70-22M) and/or binder blends containing recycled asphalt materials, the potential of this material was low to negative on the low temperature and fatigue cracking performances. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:187 / 195
页数:9
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