Xuemei Zhang, Lingxi Zhou, Rong Luo, Xiankun Li, Inge Hoff, Ziwei Ye
{"title":"水分和高温耦合作用下沥青、沥青-骨料界面和沥青混合料劣化的多尺度研究","authors":"Xuemei Zhang, Lingxi Zhou, Rong Luo, Xiankun Li, Inge Hoff, Ziwei Ye","doi":"10.1617/s11527-025-02680-3","DOIUrl":null,"url":null,"abstract":"<div><p>The combined effects of moisture and high temperatures have emerged as a globally significant challenge, leading to the progressive degradation of asphalt pavements. This study aims to comprehensively investigate the deterioration of bitumen, bitumen-aggregate interface and asphalt mixture under the coupling effect of moisture and high temperature. For this purpose, the conventional physical tests, Fourier transform infrared radiation spectrometer, peeling test, Wilhelmy Plate Test, Marshall stability test, wheel track test and universal testing machine were conducted. The results showed that temperature and moisture significantly impacted the performance characteristics of bitumen, bitumen-aggregate interface, and asphalt mixtures. Among the three components, asphalt mixtures demonstrated the highest susceptibility to coupled conditions, exhibiting up to 53% performance variation. The bitumen-aggregate interface and bitumen showed relatively lower but still notable susceptibility. A particularly significant observation was the phase separation of bitumen under coupled conditions, manifesting as precipitated spheres at the container bottom and surface-floating films, which are identified as primary contributors to the degradation of bitumen-aggregate interfaces and asphalt mixtures. The statistical analyses further confirmed that the deterioration of asphalt mixtures was primarily attributed to changes in both the bitumen and bitumen-aggregate interface. Among all examined parameters, penetration and dynamic stability exhibited the most notable changes, while maximum flexural strain correlated strongly with other parameters, making these three key indicators for evaluating pavement durability.</p></div>","PeriodicalId":691,"journal":{"name":"Materials and Structures","volume":"58 5","pages":""},"PeriodicalIF":3.4000,"publicationDate":"2025-05-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Multiscale study on the deterioration of bitumen, bitumen-aggregate interface and asphalt mixture under the coupling effect of moisture and high temperature\",\"authors\":\"Xuemei Zhang, Lingxi Zhou, Rong Luo, Xiankun Li, Inge Hoff, Ziwei Ye\",\"doi\":\"10.1617/s11527-025-02680-3\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The combined effects of moisture and high temperatures have emerged as a globally significant challenge, leading to the progressive degradation of asphalt pavements. This study aims to comprehensively investigate the deterioration of bitumen, bitumen-aggregate interface and asphalt mixture under the coupling effect of moisture and high temperature. For this purpose, the conventional physical tests, Fourier transform infrared radiation spectrometer, peeling test, Wilhelmy Plate Test, Marshall stability test, wheel track test and universal testing machine were conducted. The results showed that temperature and moisture significantly impacted the performance characteristics of bitumen, bitumen-aggregate interface, and asphalt mixtures. Among the three components, asphalt mixtures demonstrated the highest susceptibility to coupled conditions, exhibiting up to 53% performance variation. The bitumen-aggregate interface and bitumen showed relatively lower but still notable susceptibility. A particularly significant observation was the phase separation of bitumen under coupled conditions, manifesting as precipitated spheres at the container bottom and surface-floating films, which are identified as primary contributors to the degradation of bitumen-aggregate interfaces and asphalt mixtures. The statistical analyses further confirmed that the deterioration of asphalt mixtures was primarily attributed to changes in both the bitumen and bitumen-aggregate interface. Among all examined parameters, penetration and dynamic stability exhibited the most notable changes, while maximum flexural strain correlated strongly with other parameters, making these three key indicators for evaluating pavement durability.</p></div>\",\"PeriodicalId\":691,\"journal\":{\"name\":\"Materials and Structures\",\"volume\":\"58 5\",\"pages\":\"\"},\"PeriodicalIF\":3.4000,\"publicationDate\":\"2025-05-16\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Materials and Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1617/s11527-025-02680-3\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Materials and Structures","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1617/s11527-025-02680-3","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Multiscale study on the deterioration of bitumen, bitumen-aggregate interface and asphalt mixture under the coupling effect of moisture and high temperature
The combined effects of moisture and high temperatures have emerged as a globally significant challenge, leading to the progressive degradation of asphalt pavements. This study aims to comprehensively investigate the deterioration of bitumen, bitumen-aggregate interface and asphalt mixture under the coupling effect of moisture and high temperature. For this purpose, the conventional physical tests, Fourier transform infrared radiation spectrometer, peeling test, Wilhelmy Plate Test, Marshall stability test, wheel track test and universal testing machine were conducted. The results showed that temperature and moisture significantly impacted the performance characteristics of bitumen, bitumen-aggregate interface, and asphalt mixtures. Among the three components, asphalt mixtures demonstrated the highest susceptibility to coupled conditions, exhibiting up to 53% performance variation. The bitumen-aggregate interface and bitumen showed relatively lower but still notable susceptibility. A particularly significant observation was the phase separation of bitumen under coupled conditions, manifesting as precipitated spheres at the container bottom and surface-floating films, which are identified as primary contributors to the degradation of bitumen-aggregate interfaces and asphalt mixtures. The statistical analyses further confirmed that the deterioration of asphalt mixtures was primarily attributed to changes in both the bitumen and bitumen-aggregate interface. Among all examined parameters, penetration and dynamic stability exhibited the most notable changes, while maximum flexural strain correlated strongly with other parameters, making these three key indicators for evaluating pavement durability.
期刊介绍:
Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.