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Preparation and Experimental Study of Phase Change Materials for Asphalt Pavement

This study aimed to address the issue of high-temperature challenges in asphalt pavement by developing two types of phase change materials (PCMs) for temperature control. Encapsulated paraffin wax particles (EPWP) and encapsulated myristic acid particles (EMAP) were synthesized using acid-etched cer...

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Autores principales: Huang, Zhuqiang, Wei, Jianguo, Fu, Qilin, Zhou, Yuming, Lei, Ming, Pan, Zhilong, Zhang, Xiangchao
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10488384/
https://www.ncbi.nlm.nih.gov/pubmed/37687694
http://dx.doi.org/10.3390/ma16176002
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author Huang, Zhuqiang
Wei, Jianguo
Fu, Qilin
Zhou, Yuming
Lei, Ming
Pan, Zhilong
Zhang, Xiangchao
author_facet Huang, Zhuqiang
Wei, Jianguo
Fu, Qilin
Zhou, Yuming
Lei, Ming
Pan, Zhilong
Zhang, Xiangchao
author_sort Huang, Zhuqiang
collection PubMed
description This study aimed to address the issue of high-temperature challenges in asphalt pavement by developing two types of phase change materials (PCMs) for temperature control. Encapsulated paraffin wax particles (EPWP) and encapsulated myristic acid particles (EMAP) were synthesized using acid-etched ceramsite (AECS) as the carrier, paraffin wax (PW) or myristic acid (MA) as the core material, and a combination of epoxy resin and cement as the encapsulation material. The investigation encompassed leakage tests on PCMs; rutting plate rolling forming tests; SEM, FTIR, XRD, and TG-DSC microscopic tests; as well as heat storage and release tests and temperature control assessments using a light heating device. The study revealed the following key findings. Both types of PCMs exhibited no PCM leakage even under high temperatures and demonstrated low crushing ratios during rut-forming tests. Microscopic evaluations confirmed the chemical stability and phase compatibility of the constituents within the two types of PCMs. Notably, the phase change enthalpies of EPWP and EMAP were relatively high, measuring 133.31 J/g and 138.52 J/g, respectively. The utilization of AECS as the carrier for PCMs led to a substantial 4.61-fold increase in the adsorption rate. Moreover, the PCMs showcased minimal mass loss at 180 °C, rendering them suitable for asphalt pavement applications. The heat storage and release experiments further underscored the PCMs’ capacity to regulate ambient temperatures through heat absorption and release. When subjected to light heating, the maximum temperatures of the two types of phase change Marshall specimens were notably lower by 6.6 °C and 4.8 °C, respectively, compared to standard Marshall specimens. Based on comprehensive testing, EPWP displayed enhanced adaptability and demonstrated substantial potential for practical implementation in asphalt pavements.
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spelling pubmed-104883842023-09-09 Preparation and Experimental Study of Phase Change Materials for Asphalt Pavement Huang, Zhuqiang Wei, Jianguo Fu, Qilin Zhou, Yuming Lei, Ming Pan, Zhilong Zhang, Xiangchao Materials (Basel) Article This study aimed to address the issue of high-temperature challenges in asphalt pavement by developing two types of phase change materials (PCMs) for temperature control. Encapsulated paraffin wax particles (EPWP) and encapsulated myristic acid particles (EMAP) were synthesized using acid-etched ceramsite (AECS) as the carrier, paraffin wax (PW) or myristic acid (MA) as the core material, and a combination of epoxy resin and cement as the encapsulation material. The investigation encompassed leakage tests on PCMs; rutting plate rolling forming tests; SEM, FTIR, XRD, and TG-DSC microscopic tests; as well as heat storage and release tests and temperature control assessments using a light heating device. The study revealed the following key findings. Both types of PCMs exhibited no PCM leakage even under high temperatures and demonstrated low crushing ratios during rut-forming tests. Microscopic evaluations confirmed the chemical stability and phase compatibility of the constituents within the two types of PCMs. Notably, the phase change enthalpies of EPWP and EMAP were relatively high, measuring 133.31 J/g and 138.52 J/g, respectively. The utilization of AECS as the carrier for PCMs led to a substantial 4.61-fold increase in the adsorption rate. Moreover, the PCMs showcased minimal mass loss at 180 °C, rendering them suitable for asphalt pavement applications. The heat storage and release experiments further underscored the PCMs’ capacity to regulate ambient temperatures through heat absorption and release. When subjected to light heating, the maximum temperatures of the two types of phase change Marshall specimens were notably lower by 6.6 °C and 4.8 °C, respectively, compared to standard Marshall specimens. Based on comprehensive testing, EPWP displayed enhanced adaptability and demonstrated substantial potential for practical implementation in asphalt pavements. MDPI 2023-08-31 /pmc/articles/PMC10488384/ /pubmed/37687694 http://dx.doi.org/10.3390/ma16176002 Text en © 2023 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Huang, Zhuqiang
Wei, Jianguo
Fu, Qilin
Zhou, Yuming
Lei, Ming
Pan, Zhilong
Zhang, Xiangchao
Preparation and Experimental Study of Phase Change Materials for Asphalt Pavement
title Preparation and Experimental Study of Phase Change Materials for Asphalt Pavement
title_full Preparation and Experimental Study of Phase Change Materials for Asphalt Pavement
title_fullStr Preparation and Experimental Study of Phase Change Materials for Asphalt Pavement
title_full_unstemmed Preparation and Experimental Study of Phase Change Materials for Asphalt Pavement
title_short Preparation and Experimental Study of Phase Change Materials for Asphalt Pavement
title_sort preparation and experimental study of phase change materials for asphalt pavement
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10488384/
https://www.ncbi.nlm.nih.gov/pubmed/37687694
http://dx.doi.org/10.3390/ma16176002
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