A comprehensive review of rheological behaviors of asphalt binders, mastics, and mixtures from a generalized rheology perspective

IF 7.5 1区 工程技术 Q2 ENERGY & FUELS Fuel Pub Date : 2025-03-10 DOI:10.1016/j.fuel.2025.134984
Yanqiu Bi , Hao Chen , Zixuan Chen , Jianzhong Pei , Jiupeng Zhang , Zhongbin Luo , Weina Wang , Junfeng Gao
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Abstract

Studying the rheological behaviors of asphalt binders and mixtures, such as their temperature and stress dependency, is an important research direction for asphalt materials. Although the viscoelastic properties of asphalt mixtures are primarily derived from the characteristics of asphalt binders, asphalt mixtures are a granular viscoelastic solid material, and their rheological models and mechanical properties have both similarities and significant differences compared to those of asphalt binders. However, current research on the rheological properties of asphalt binders neglects the performance prediction of asphalt mixtures. Specifically, experiments using a dynamic shear rheometer (DSR) to test asphalt binders involve many control variables, and research on the correlations between various indicators is limited. Research that correlates the properties of asphalt mastics with those of asphalt mixtures is even scarcer, overlooking the role of fillers. Furthermore, current research predominantly focuses on the service performance of asphalt mixtures, with relatively less attention given to the rheological properties during the mixing and compaction period. The significant challenges faced in the study of the rheological properties of asphalt mixtures include the wide range of particle sizes, significant differences in material properties, and changes in rheological behavior with temperature. This article aims to provide a systematic review of existing research on the rheological properties of asphalt and its mixtures within a multi-scale dispersed system from a generalized rheology perspective. It is expected that this review will serve as technical reference for mixture proportioning and performance indicator determination, thereby contributing to improving asphalt pavement design.
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从广义流变学的角度对沥青粘结剂、胶粘剂和混合料的流变行为进行了全面的综述
研究沥青粘结剂和混合料的流变行为,如温度依赖性和应力依赖性,是沥青材料研究的一个重要方向。虽然沥青混合料的粘弹性主要来源于沥青粘结剂的特性,但沥青混合料是一种颗粒状粘弹性固体材料,其流变模型和力学性能与沥青粘结剂既有相似之处,也有显著差异。然而,目前对沥青结合料流变特性的研究忽略了对沥青混合料性能的预测。具体而言,利用动态剪切流变仪(DSR)测试沥青粘结剂的实验涉及许多控制变量,对各指标之间相关性的研究有限。将沥青胶粘剂的性能与沥青混合料的性能相关联的研究更少,忽视了填料的作用。此外,目前的研究主要集中在沥青混合料的使用性能上,而对混合和压实过程中的流变特性的关注相对较少。沥青混合料流变特性研究面临的重大挑战包括粒径范围广、材料特性差异显著以及流变特性随温度的变化。本文旨在从广义流变学的角度对沥青及其混合料在多尺度分散体系中的流变特性的现有研究进行系统综述。期望本综述能为沥青混合料配合比和性能指标的确定提供技术参考,从而为改进沥青路面设计做出贡献。
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
Fuel
Fuel 工程技术-工程:化工
CiteScore
12.80
自引率
20.30%
发文量
3506
审稿时长
64 days
期刊介绍: The exploration of energy sources remains a critical matter of study. For the past nine decades, fuel has consistently held the forefront in primary research efforts within the field of energy science. This area of investigation encompasses a wide range of subjects, with a particular emphasis on emerging concerns like environmental factors and pollution.
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