Asphalt pavement heat insulation bonding layer material: Mechanical, bonding properties and heat preservation efficacy

IF 9.6 2区 工程技术 Q1 ENGINEERING, CIVIL
Luqing Liu, Penghui Wen, Huazhi Yuan, Yuanzhao Chen, Chaohui Wang
{"title":"Asphalt pavement heat insulation bonding layer material: Mechanical, bonding properties and heat preservation efficacy","authors":"Luqing Liu,&nbsp;Penghui Wen,&nbsp;Huazhi Yuan,&nbsp;Yuanzhao Chen,&nbsp;Chaohui Wang","doi":"10.1016/j.jtte.2025.02.008","DOIUrl":null,"url":null,"abstract":"<div><div>To enhance the usage performance of asphalt pavement under extreme climate temperatures, the heat insulation performance of asphalt pavement bonding layer was endowed, and the mechanical properties, bonding performance, and durability of heat insulation bonding layer materials (HIBLM) were revealed. A method for evaluating the heat preservation effect was designed, and the heat preservation performance of HIBLM was compared and evaluated. The results show that compared with hollow glass beads (HGB)-HIBLM and expanded perlite (EP)-HIBLM, the mechanical properties of floating beads (FB)-HIBLM are outstanding, and the 7 d tensile strength can be increased by 6%–12%. The bonding strength of FB-HIBLM and EP-HIBLM is the best, which can increase by 23%–28% compared to HGB-HIBLM. After 30 d temperature change cycles or 15 d immersion in water, the mechanical and interlayer bonding properties of HGB-HIBLM, FB-HIBLM, and EP-HIBLM decrease less than those of ordinary emulsified asphalt (OEA), showing excellent durability. In the 100 min cooling test, the average cooling rate of the lower surface of the HIBLM decreased by 17%–18%. At 85–100 min, the maximum heat preservation temperature differences of HGB-HIBLM, FB-HIBLM, and EP-HIBLM are 4.8 °C, 4.7 °C and 4.7 °C, respectively, and the heat preservation values are 2.5 °C, 2.3 °C and 2.2 °C, respectively.</div></div>","PeriodicalId":47239,"journal":{"name":"Journal of Traffic and Transportation Engineering-English Edition","volume":"13 4","pages":"Pages 1234-1248"},"PeriodicalIF":9.6000,"publicationDate":"2026-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Traffic and Transportation Engineering-English Edition","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2095756426001054","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/7/2 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

To enhance the usage performance of asphalt pavement under extreme climate temperatures, the heat insulation performance of asphalt pavement bonding layer was endowed, and the mechanical properties, bonding performance, and durability of heat insulation bonding layer materials (HIBLM) were revealed. A method for evaluating the heat preservation effect was designed, and the heat preservation performance of HIBLM was compared and evaluated. The results show that compared with hollow glass beads (HGB)-HIBLM and expanded perlite (EP)-HIBLM, the mechanical properties of floating beads (FB)-HIBLM are outstanding, and the 7 d tensile strength can be increased by 6%–12%. The bonding strength of FB-HIBLM and EP-HIBLM is the best, which can increase by 23%–28% compared to HGB-HIBLM. After 30 d temperature change cycles or 15 d immersion in water, the mechanical and interlayer bonding properties of HGB-HIBLM, FB-HIBLM, and EP-HIBLM decrease less than those of ordinary emulsified asphalt (OEA), showing excellent durability. In the 100 min cooling test, the average cooling rate of the lower surface of the HIBLM decreased by 17%–18%. At 85–100 min, the maximum heat preservation temperature differences of HGB-HIBLM, FB-HIBLM, and EP-HIBLM are 4.8 °C, 4.7 °C and 4.7 °C, respectively, and the heat preservation values are 2.5 °C, 2.3 °C and 2.2 °C, respectively.
沥青路面隔热粘接层材料:力学性能、粘接性能和保温性能
为提高沥青路面在极端气候温度下的使用性能,赋予沥青路面粘结层隔热性能,揭示隔热粘结层材料(HIBLM)的力学性能、粘结性能和耐久性。设计了保温效果评价方法,并对其保温性能进行了比较和评价。结果表明:与中空玻璃微珠(HGB)-HIBLM和膨胀珍珠岩(EP)-HIBLM相比,浮珠(FB)-HIBLM力学性能优异,7 d拉伸强度可提高6% ~ 12%;FB-HIBLM和EP-HIBLM的结合强度最好,比HGB-HIBLM可提高23% ~ 28%。HGB-HIBLM、FB-HIBLM和EP-HIBLM经过30 d的温度变化周期或浸泡15 d后,其力学性能和层间粘接性能的下降幅度小于普通乳化沥青(OEA),表现出优异的耐久性。在100 min的冷却试验中,HIBLM下表面的平均冷却速率降低了17% ~ 18%。85 ~ 100 min时,HGB-HIBLM、FB-HIBLM和EP-HIBLM的最大保温温差分别为4.8℃、4.7℃和4.7℃,保温值分别为2.5℃、2.3℃和2.2℃。
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
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.
×
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
小红书