State of the art review on inorganic powders modified asphalt materials: Reducing the temperature of asphalt pavement

Chaohui Wang , Tonghao Zhang , Anquan Li , Dawei Zhao , Luqing Liu , Qian Chen
{"title":"State of the art review on inorganic powders modified asphalt materials: Reducing the temperature of asphalt pavement","authors":"Chaohui Wang ,&nbsp;Tonghao Zhang ,&nbsp;Anquan Li ,&nbsp;Dawei Zhao ,&nbsp;Luqing Liu ,&nbsp;Qian Chen","doi":"10.1016/j.jreng.2025.01.001","DOIUrl":null,"url":null,"abstract":"<div><div>To reduce the temperature diseases of asphalt pavement, improve the service quality of road and extend service life, the research of inorganic powders that reduce the temperature of asphalt pavements was systematically sorted out. The common types, physicochemical properties and application methods of inorganic powders were defined. The road performances of modified asphalt and its mixture were evaluated. The modification mechanism of inorganic powders in asphalt was analyzed. On this basis, the cooling effect and cooling mechanism of inorganic powders was revealed. The results indicate that inorganic powders are classified into hollow, porous, and energy conversion types. The high-temperature performance of inorganic powders modified asphalt and its mixture is significantly improved, while there is no significant change in low-temperature performance and water stability. The average increase in rutting resistance factor (<em>G</em>∗/sin(<em>δ</em>)) and dynamic stability is 40%–72% and 30%–50%, respectively. The modification mechanism of inorganic powders in asphalt is physical blending. The thermal conductivity of hollow and porous inorganic powders modified asphalt mixture decreases by 30.05% and 43.14%, respectively. The temperature of hollow, porous and energy conversion inorganic powders modified asphalt mixture at 5 ​cm decreases by 2.3 °C–3.5 ​°C, 0.8 °C–3.7 ​°C and 4.1 °C–4.7 °C, respectively. Hollow and porous inorganic powders block heat conduction, while energy conversion inorganic powders achieve cooling through their functional properties.</div></div>","PeriodicalId":100830,"journal":{"name":"Journal of Road Engineering","volume":"5 2","pages":"Pages 279-296"},"PeriodicalIF":0.0000,"publicationDate":"2025-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Road Engineering","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2097049825000174","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

To reduce the temperature diseases of asphalt pavement, improve the service quality of road and extend service life, the research of inorganic powders that reduce the temperature of asphalt pavements was systematically sorted out. The common types, physicochemical properties and application methods of inorganic powders were defined. The road performances of modified asphalt and its mixture were evaluated. The modification mechanism of inorganic powders in asphalt was analyzed. On this basis, the cooling effect and cooling mechanism of inorganic powders was revealed. The results indicate that inorganic powders are classified into hollow, porous, and energy conversion types. The high-temperature performance of inorganic powders modified asphalt and its mixture is significantly improved, while there is no significant change in low-temperature performance and water stability. The average increase in rutting resistance factor (G∗/sin(δ)) and dynamic stability is 40%–72% and 30%–50%, respectively. The modification mechanism of inorganic powders in asphalt is physical blending. The thermal conductivity of hollow and porous inorganic powders modified asphalt mixture decreases by 30.05% and 43.14%, respectively. The temperature of hollow, porous and energy conversion inorganic powders modified asphalt mixture at 5 ​cm decreases by 2.3 °C–3.5 ​°C, 0.8 °C–3.7 ​°C and 4.1 °C–4.7 °C, respectively. Hollow and porous inorganic powders block heat conduction, while energy conversion inorganic powders achieve cooling through their functional properties.
无机粉体改性沥青材料的研究进展:降低沥青路面温度
为了减少沥青路面的温病,提高道路的使用质量,延长使用寿命,对沥青路面无机降温粉的研究进行了系统的梳理。介绍了无机粉体的常用种类、理化性质及应用方法。对改性沥青及其混合料的道路性能进行了评价。分析了无机粉体在沥青中的改性机理。在此基础上,揭示了无机粉体的冷却效果和冷却机理。结果表明,无机粉体可分为空心型、多孔型和能量转换型。无机粉体改性沥青及其混合料的高温性能明显提高,而低温性能和水稳定性无明显变化。车辙阻力因子(G∗/sin(δ))和动力稳定性的平均增幅分别为40% ~ 72%和30% ~ 50%。无机粉体在沥青中的改性机理是物理共混。空心无机粉体和多孔无机粉体改性沥青混合料的导热系数分别降低了30.05%和43.14%。空心、多孔和能量转换无机粉体改性沥青混合料在5 cm处的温度分别降低2.3℃~ 3.5℃、0.8℃~ 3.7℃和4.1℃~ 4.7℃。空心多孔无机粉体阻断热传导,能量转换无机粉体通过其功能特性实现冷却。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
CiteScore
5.10
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信