Evaluating the Ageing Sensitivity of the Asphalt Binder via Distinct Ageing Methods

IF 2.7 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Infrastructures Pub Date : 2023-11-17 DOI:10.3390/infrastructures8110163
V. Vijayan, K. Mantalovas, F. Acuto, G. Di Mino
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Abstract

Asphalt binder is a crucial component of asphalt pavements that undergoes ageing over time, which can result in the reduced performance and deterioration of pavements. Consequently, artificial ageing methods play a significant role in providing valuable insights into the ageing behaviour and long-term performance of asphalt binders. However, a consensus on the most effective method for simulating ageing behaviour remains elusive, leading to disparities in the outcomes across different research studies. To address this issue, the study utilises two thermo-oxidative ageing approaches, one focusing on the binder itself and another on the loose asphalt mixture. The study investigates the effect of these ageing methods on the behaviour of asphalt binder using physical, rheological, and chemical characterisation. For the binder ageing method, a rolling thin film oven (RTFO) and a pressure ageing vessel (PAV) were utilised, whereas the loose asphalt mixture ageing was performed in an oven at 95 °C for various durations. The results indicated that the ageing trend differed between the two oxidative ageing approaches as the ageing duration increased. However, by employing an ageing sensitivity index, comparable rheological properties were observed between the binders aged using the PAV for 20 h and the loose asphalt mixture for 5 days. The Fourier Transform Infrared (FTIR) spectroscopy analysis revealed that the ageing methods influenced the functional groups associated with ageing in distinct ways, even though they exhibited similar rheological behaviour. Overall, this study provides a comprehensive understanding of different thermo-oxidative ageing approaches, their correlation, and their relevance to the studied field-aged binders.
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通过不同的老化方法评估沥青胶结料的老化敏感性
沥青胶结料是沥青路面的重要组成部分,随着时间的推移会发生老化,从而导致路面性能下降和老化。因此,人工老化方法在深入了解沥青胶结料的老化行为和长期性能方面发挥着重要作用。然而,对于模拟老化行为的最有效方法仍未达成共识,导致不同研究的结果存在差异。为了解决这个问题,本研究采用了两种热氧化老化方法,一种针对粘结剂本身,另一种针对松散的沥青混合料。研究利用物理、流变学和化学特性分析方法,调查这些老化方法对沥青胶结料行为的影响。在胶结料老化方法中,使用了轧制薄膜烘箱(RTFO)和压力老化容器(PAV),而松散沥青混合料老化则在 95 °C 的烘箱中进行,持续时间长短不一。结果表明,随着老化持续时间的延长,两种氧化老化方法的老化趋势有所不同。不过,通过使用老化敏感性指数,可以观察到使用 PAV 老化 20 小时的粘结剂与使用松散沥青混合料老化 5 天的粘结剂具有相似的流变特性。傅立叶变换红外光谱(FTIR)分析表明,尽管它们表现出相似的流变特性,但老化方法以不同的方式影响了与老化相关的官能团。总之,这项研究让人们全面了解了不同的热氧化老化方法、它们之间的相互关系以及它们与所研究的现场老化粘结剂的相关性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Infrastructures
Infrastructures Engineering-Building and Construction
CiteScore
5.20
自引率
7.70%
发文量
145
审稿时长
11 weeks
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