Induction Heating and Healing Behaviors of Asphalt Concretes Doped with Different Conductive Additives

It is consensual that the self-healing property of asphalt concrete can repair the damage inside it during high temperature and rest period. In order to not affect the traffic, the rest period of asphalt pavement is very short and uncontrollable; so, it is necessary to obtain enough high temperature...

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Main Authors: Hechuan Li, Jianying Yu, Quantao Liu, Yuanyuan Li, Yaqi Wu, Haiqin Xu
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2019/2190627
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author Hechuan Li
Jianying Yu
Quantao Liu
Yuanyuan Li
Yaqi Wu
Haiqin Xu
author_facet Hechuan Li
Jianying Yu
Quantao Liu
Yuanyuan Li
Yaqi Wu
Haiqin Xu
author_sort Hechuan Li
collection DOAJ
description It is consensual that the self-healing property of asphalt concrete can repair the damage inside it during high temperature and rest period. In order to not affect the traffic, the rest period of asphalt pavement is very short and uncontrollable; so, it is necessary to obtain enough high temperature in a limited time to achieve higher healing efficiency of asphalt concrete. The purpose of this paper is to study the induction heating efficiency and healing behaviors of asphalt concretes doped with different conductive additives. Steel fiber, steel grit, and steel slag were added to asphalt mixtures as conductive additives to prepare induction healing asphalt concretes. The steel grit and steel slag were added to replace the aggregates of corresponding particle size by equal volume to ensure the consistency of asphalt concrete volume, which can avoid degrading the performance of asphalt concrete due to the change of porosity. The induction heating efficiency and healing rate of asphalt concrete were quantified by infrared camera and three-point bending-healing experiment, respectively. The results showed that the thermal properties of asphalt concrete changed with the addition of different conductive additives. The asphalt concrete with steel fiber had the best induction heating property. While steel slag had extremely weak induction heating speed, the better thermal insulation property of the asphalt concrete with steel slag resulted in a higher induction healing rate. It was suggested to add steel slag to induction healing asphalt concrete to improve the healing rate.
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issn 1687-8434
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language English
publishDate 2019-01-01
publisher Wiley
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series Advances in Materials Science and Engineering
spelling doaj-art-c9d95da750184b5eba5e4bbdf99bbdee2025-08-20T03:23:59ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422019-01-01201910.1155/2019/21906272190627Induction Heating and Healing Behaviors of Asphalt Concretes Doped with Different Conductive AdditivesHechuan Li0Jianying Yu1Quantao Liu2Yuanyuan Li3Yaqi Wu4Haiqin Xu5State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, ChinaState Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, ChinaState Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, ChinaState Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, ChinaChina University of Geosciences (Wuhan), Wuhan 430074, ChinaState Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, ChinaIt is consensual that the self-healing property of asphalt concrete can repair the damage inside it during high temperature and rest period. In order to not affect the traffic, the rest period of asphalt pavement is very short and uncontrollable; so, it is necessary to obtain enough high temperature in a limited time to achieve higher healing efficiency of asphalt concrete. The purpose of this paper is to study the induction heating efficiency and healing behaviors of asphalt concretes doped with different conductive additives. Steel fiber, steel grit, and steel slag were added to asphalt mixtures as conductive additives to prepare induction healing asphalt concretes. The steel grit and steel slag were added to replace the aggregates of corresponding particle size by equal volume to ensure the consistency of asphalt concrete volume, which can avoid degrading the performance of asphalt concrete due to the change of porosity. The induction heating efficiency and healing rate of asphalt concrete were quantified by infrared camera and three-point bending-healing experiment, respectively. The results showed that the thermal properties of asphalt concrete changed with the addition of different conductive additives. The asphalt concrete with steel fiber had the best induction heating property. While steel slag had extremely weak induction heating speed, the better thermal insulation property of the asphalt concrete with steel slag resulted in a higher induction healing rate. It was suggested to add steel slag to induction healing asphalt concrete to improve the healing rate.http://dx.doi.org/10.1155/2019/2190627
spellingShingle Hechuan Li
Jianying Yu
Quantao Liu
Yuanyuan Li
Yaqi Wu
Haiqin Xu
Induction Heating and Healing Behaviors of Asphalt Concretes Doped with Different Conductive Additives
Advances in Materials Science and Engineering
title Induction Heating and Healing Behaviors of Asphalt Concretes Doped with Different Conductive Additives
title_full Induction Heating and Healing Behaviors of Asphalt Concretes Doped with Different Conductive Additives
title_fullStr Induction Heating and Healing Behaviors of Asphalt Concretes Doped with Different Conductive Additives
title_full_unstemmed Induction Heating and Healing Behaviors of Asphalt Concretes Doped with Different Conductive Additives
title_short Induction Heating and Healing Behaviors of Asphalt Concretes Doped with Different Conductive Additives
title_sort induction heating and healing behaviors of asphalt concretes doped with different conductive additives
url http://dx.doi.org/10.1155/2019/2190627
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AT quantaoliu inductionheatingandhealingbehaviorsofasphaltconcretesdopedwithdifferentconductiveadditives
AT yuanyuanli inductionheatingandhealingbehaviorsofasphaltconcretesdopedwithdifferentconductiveadditives
AT yaqiwu inductionheatingandhealingbehaviorsofasphaltconcretesdopedwithdifferentconductiveadditives
AT haiqinxu inductionheatingandhealingbehaviorsofasphaltconcretesdopedwithdifferentconductiveadditives