Quantitative characterization of fusion state of virgin and aged asphalt using nano-ferrous ferric oxide tracer

IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL Journal of Traffic and Transportation Engineering-English Edition Pub Date : 2024-06-01 DOI:10.1016/j.jtte.2023.02.006
Qiang Li , Song Liu , Huameng Wen , Zhou Zhou
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Abstract

The exact evaluation of the fusion rate of virgin and aged asphalt is essential to optimize the performance of the recycled asphalt mixture. The fusion rate index was developed by tracing the distribution of tracer asphalt, which contains nano-ferrous ferric oxide (nano-Fe3O4) tracer. Laboratory fusion simulation tests were performed on three types of asphalt to obtain different fusion states, and fatigue tests were performed to evaluate the influence of the fusion rate on the fatigue life of the recycled asphalt. It was found that the tracer asphalt containing 4% nano-Fe3O4 shows the optimal trace effect, and the developed fusion rate index can quantitatively characterize the influence of different factors on the fusion state of the recycled asphalt. The fusion state is closely related to the fatigue performance of recycled asphalt, and the fusion rate index can fairly evaluate its fatigue performance. The relationship between the fusion rate and the fatigue life of recycled asphalt depends on the factors that cause the fusion rate variation. Under the influence of the amount of rejuvenator, the fatigue life of recycled asphalt grows exponentially with increasing fusion rate due to enhancement of molecular motion as well as a supplement of lightweight components. Under the influence of heat preservation treatment, fatigue life increases linearly with increasing fusion rate. The proposed fusion rate index can be utilized to quantitatively characterize the fusion state of virgin and aged asphalt, thus providing a simple way to guide the practical application of recycled asphalt.

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利用纳米氧化铁示踪剂定量表征原生沥青和老化沥青的熔融状态
准确评估原生沥青和老化沥青的熔融率对于优化再生沥青混合料的性能至关重要。通过追踪含有纳米氧化铁(nano-Fe3O4)示踪剂的示踪沥青的分布,制定了融合率指数。对三种沥青进行了实验室熔融模拟试验,以获得不同的熔融状态,并进行了疲劳试验,以评估熔融率对再生沥青疲劳寿命的影响。研究发现,含 4% 纳米 Fe3O4 的示踪沥青具有最佳的示踪效果,所开发的熔融率指数可定量表征不同因素对再生沥青熔融状态的影响。熔融状态与再生沥青的疲劳性能密切相关,熔融率指数可以公正地评价其疲劳性能。熔融率与再生沥青疲劳寿命之间的关系取决于引起熔融率变化的因素。在再生剂用量的影响下,由于分子运动的增强以及轻质成分的补充,再生沥青的疲劳寿命随着融合率的增加而呈指数增长。在保温处理的影响下,疲劳寿命随熔融率的增加而线性增长。所提出的熔融率指数可用于定量表征原生沥青和老化沥青的熔融状态,从而为再生沥青的实际应用提供了一种简单的指导方法。
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来源期刊
CiteScore
13.60
自引率
6.30%
发文量
402
审稿时长
15 weeks
期刊介绍: The Journal of Traffic and Transportation Engineering (English Edition) serves as a renowned academic platform facilitating the exchange and exploration of innovative ideas in the realm of transportation. Our journal aims to foster theoretical and experimental research in transportation and welcomes the submission of exceptional peer-reviewed papers on engineering, planning, management, and information technology. We are dedicated to expediting the peer review process and ensuring timely publication of top-notch research in this field.
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