Performance evaluation of new epoxy resin-based composite phase change materials and their asphalt mixture

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.2023.03.001
Yuchao Gao , Jiao Jin , Shuai Liu , Yinfei Du , Guoping Qian , Jie Mao , Yongqiang Zhu
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Abstract

In recent years, the temperature-adjusted asphalt pavement has been an extensive concern by scholars in various countries, and this pavement can reduce temperature-related diseases. In this study, the shaped composite phase change materials (CPCMs) were successfully synthesized by two processes, which are vacuum impregnation and epoxy curing. Firstly, the applicability of CPCMs in asphalt mixtures was evaluated by microscopic characterization, chemical compatibility, thermal properties, durability, and leakage stability. Secondly, CPCMs were applied to the asphalt mixture to evaluate its temperature-adjusted characteristics and pavement performance. Finally, the performance of the temperature-adjusted asphalt mixture was analyzed by integrating all factors. The research shows that the prepared CPCMs have excellent thermal properties and durability, the phase transition temperature is 48.93 °C, and the phase transition enthalpy is 106.5 J/g, which fully meets the requirements for use in pavement. The temperature-adjusted asphalt mixture could alleviate the occurrence of extreme temperature, which was 4.9 °C lower than the conventional mixture. The pavement performance of the temperature-adjusted asphalt mixture can meet the specified standards for humid areas. Considering the factors, the recommended amount of CPCMs is 1.5%. The research results provide a basis for the promotion of temperature-adjusted asphalt pavement and effectively support the development of pavement engineering technology.

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新型环氧树脂基复合相变材料及其沥青混合物的性能评估
近年来,温度调整型沥青路面受到各国学者的广泛关注,这种路面可以减少与温度有关的病害。本研究通过真空浸渍和环氧固化两种工艺成功合成了异型复合相变材料(CPCMs)。首先,通过微观表征、化学相容性、热性能、耐久性和泄漏稳定性评估了 CPCM 在沥青混合料中的适用性。其次,将 CPCM 应用于沥青混合料,以评估其温度调整特性和路面性能。最后,综合所有因素分析了温度调整后沥青混合料的性能。研究表明,制备的 CPCM 具有优异的热性能和耐久性,相变温度为 48.93 ℃,相变焓为 106.5 J/g,完全符合路面使用要求。温度调整后的沥青混合料可以缓解极端温度的出现,比常规混合料低 4.9 ℃。温度调整型沥青混合料的路面性能可以满足潮湿地区的规定标准。考虑到上述因素,建议 CPCM 的用量为 1.5%。该研究成果为温度调整型沥青路面的推广提供了依据,有效支持了路面工程技术的发展。
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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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