期刊
ROAD MATERIALS AND PAVEMENT DESIGN
卷 23, 期 2, 页码 358-376出版社
TAYLOR & FRANCIS LTD
DOI: 10.1080/14680629.2020.1826348
关键词
Asphalt; rejuvenator; sustainability; recycling; asphalt; resource conservation
资金
- National Science Foundation [1935723, 1928795]
- Directorate For Engineering
- Div Of Civil, Mechanical, & Manufact Inn [1928795] Funding Source: National Science Foundation
This study combines laboratory experiments and computer modeling to compare the effectiveness of several rejuvenators and explain why some rejuvenators are effective while others are not. It was found that only a few rejuvenators can revitalize the properties of aged asphalt, and the addition of high-performing rejuvenators to asphalt mixtures containing reclaimed asphalt pavement (RAP) resulted in a lower crack propagation rate.
Reclaimed asphalt pavement (RAP) and recycled asphalt shingles (RAS) contain significant amounts of bitumen and their application in new constructions have been promoted as a sustainable practice in the pavement industry and to promote circular economy. However, this effort has faced challenges such as the aged bitumen's inferior properties compared to the virgin counterpart and its unknown contribution to new pavements. To address the latter issue, liquid additives were used under the general title of rejuvenators. That poses an additional challenge associated with the lack of clear metrics to differentiate between softeners and rejuvenators. While revitalising aged asphalt binder to regain its desirable properties would be an ideal solution, progress in this area has been limited by a lack of understanding of rejuvenation mechanisms at the molecular level and the absence of representative test parameter(s) to evaluate both efficacy and durability of rejuvenators. In this study, both laboratory experiments and computer modelling were combined to not only compare efficacy of several rejuvenators, but also explain why some rejuvenators are effective while others are not. It was found that all studied rejuvenators have a softening effect on aged asphalt, but only a few of them revitalised aged asphalts' physicochemical and rheological properties at the binder level. At the mixture level, a lower number of gyratory compaction and reduced rate of crack propagation were observed after the addition of high performing rejuvenators to the asphalt mixtures containing RAP. The reduction in crack propagation rate could be attributed to both enhanced blending between an aged and virgin bitumen and the revitalisation of aged bitumen properties. The latter phenomenon was explained at the molecular level based on the rejuvenator's ability to interact with aged asphaltene molecules intercalating into and separating asphaltene nanoaggregates. Accordingly, this molecular-level phenomenon is reflected in two ways: an increase in crossover modulus and crossover frequency at the binder level, and a reduced crack propagation rate at the mixture level.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据