水分和高温耦合作用下沥青、沥青-骨料界面和沥青混合料劣化的多尺度研究

IF 3.4 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Xuemei Zhang, Lingxi Zhou, Rong Luo, Xiankun Li, Inge Hoff, Ziwei Ye
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引用次数: 0

摘要

湿气和高温的综合影响已经成为一个全球性的重大挑战,导致沥青路面的逐步退化。本研究旨在全面研究水分和高温耦合作用下沥青、沥青-骨料界面和沥青混合料的劣化。为此,进行了常规物理试验、傅里叶变换红外辐射光谱仪、剥落试验、Wilhelmy Plate试验、Marshall稳定性试验、wheel - track试验和万能试验机。结果表明,温度和湿度对沥青、沥青-骨料界面和沥青混合料的性能特征有显著影响。在三种组分中,沥青混合料对耦合条件的敏感性最高,表现出高达53%的性能变化。沥青-骨料界面和沥青的敏感性相对较低,但仍显着。一个特别重要的观察结果是沥青在耦合条件下的相分离,表现为容器底部的沉淀球体和表面漂浮的薄膜,这被认为是沥青-骨料界面和沥青混合物降解的主要原因。统计分析进一步证实,沥青混合料的劣化主要归因于沥青和沥青-骨料界面的变化。在所有检测参数中,侵彻度和动力稳定性变化最为显著,而最大弯曲应变与其他参数相关性较强,是评价路面耐久性的关键指标。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Multiscale study on the deterioration of bitumen, bitumen-aggregate interface and asphalt mixture under the coupling effect of moisture and high temperature

Multiscale study on the deterioration of bitumen, bitumen-aggregate interface and asphalt mixture under the coupling effect of moisture and high temperature

The combined effects of moisture and high temperatures have emerged as a globally significant challenge, leading to the progressive degradation of asphalt pavements. This study aims to comprehensively investigate the deterioration of bitumen, bitumen-aggregate interface and asphalt mixture under the coupling effect of moisture and high temperature. For this purpose, the conventional physical tests, Fourier transform infrared radiation spectrometer, peeling test, Wilhelmy Plate Test, Marshall stability test, wheel track test and universal testing machine were conducted. The results showed that temperature and moisture significantly impacted the performance characteristics of bitumen, bitumen-aggregate interface, and asphalt mixtures. Among the three components, asphalt mixtures demonstrated the highest susceptibility to coupled conditions, exhibiting up to 53% performance variation. The bitumen-aggregate interface and bitumen showed relatively lower but still notable susceptibility. A particularly significant observation was the phase separation of bitumen under coupled conditions, manifesting as precipitated spheres at the container bottom and surface-floating films, which are identified as primary contributors to the degradation of bitumen-aggregate interfaces and asphalt mixtures. The statistical analyses further confirmed that the deterioration of asphalt mixtures was primarily attributed to changes in both the bitumen and bitumen-aggregate interface. Among all examined parameters, penetration and dynamic stability exhibited the most notable changes, while maximum flexural strain correlated strongly with other parameters, making these three key indicators for evaluating pavement durability.

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来源期刊
Materials and Structures
Materials and Structures 工程技术-材料科学:综合
CiteScore
6.40
自引率
7.90%
发文量
222
审稿时长
5.9 months
期刊介绍: Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.
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