Yalu Wen , Feng Ma , Zhen Fu , Wenhao Dong , Meng Jia , Jiasheng Dai , Yingjie Hou , Xinye Jiang , Yan Hao
{"title":"杂化微胶囊对沥青粘结剂低温抗裂性能的影响","authors":"Yalu Wen , Feng Ma , Zhen Fu , Wenhao Dong , Meng Jia , Jiasheng Dai , Yingjie Hou , Xinye Jiang , Yan Hao","doi":"10.1016/j.conbuildmat.2025.141525","DOIUrl":null,"url":null,"abstract":"<div><div>To improve the low-temperature crack resistance of asphalt binders, this study incorporates microcapsules hybridized with multi-walled carbon nanotubes (MWCNTs) into asphalt. The low-temperature creep properties, viscoelastic behavior, and crack resistance of the modified asphalt before and after long-term aging were comprehensively evaluated using the Bending Beam Rheometer (BBR), low-temperature Dynamic Shear Rheometer (DSR), and Asphalt Binder Cracking Device (ABCD) tests. Fourier Transform Infrared Spectroscopy (FTIR) was utilized to analyze the chemical structure of microcapsule-modified asphalt both before and after aging and to calculate the characteristic peak indices. Pearson correlation coefficients were established between the asphalt's low-temperature performance indicators and the characteristic peak indices. The results indicate that microcapsule incorporation significantly enhances the low-temperature crack resistance of asphalt by improving its elastic deformation capacity, optimizing interfacial bonding, and releasing the core material to soften the asphalt and fill cracks. As a result, the cracking temperature of unaged asphalt decreases from −27.3°C to −32.1°C. However, the enhancement effect reaches saturation when the microcapsule content exceeds 2.5 %. After long-term aging, the release of the microcapsule core material modifies the asphalt composition by increasing the branched alkane content. Meanwhile, MWCNTs can mitigate the oxidation reactions in asphalt and reduce the deterioration of low-temperature performance induced by aging. Moreover, in the unaged state, the stiffness modulus, percentage of residual stress, and cracking temperature strongly correlate with the proportion of branched alkanes and the relative content of aromatic compounds. After long-term aging, correlations among low-temperature performance indicators remain strong, whereas their correlations with microstructural chemical parameters weaken.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"480 ","pages":"Article 141525"},"PeriodicalIF":7.4000,"publicationDate":"2025-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Influence of hybrid microcapsules on the low-temperature cracking resistance of asphalt binder\",\"authors\":\"Yalu Wen , Feng Ma , Zhen Fu , Wenhao Dong , Meng Jia , Jiasheng Dai , Yingjie Hou , Xinye Jiang , Yan Hao\",\"doi\":\"10.1016/j.conbuildmat.2025.141525\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>To improve the low-temperature crack resistance of asphalt binders, this study incorporates microcapsules hybridized with multi-walled carbon nanotubes (MWCNTs) into asphalt. The low-temperature creep properties, viscoelastic behavior, and crack resistance of the modified asphalt before and after long-term aging were comprehensively evaluated using the Bending Beam Rheometer (BBR), low-temperature Dynamic Shear Rheometer (DSR), and Asphalt Binder Cracking Device (ABCD) tests. Fourier Transform Infrared Spectroscopy (FTIR) was utilized to analyze the chemical structure of microcapsule-modified asphalt both before and after aging and to calculate the characteristic peak indices. Pearson correlation coefficients were established between the asphalt's low-temperature performance indicators and the characteristic peak indices. The results indicate that microcapsule incorporation significantly enhances the low-temperature crack resistance of asphalt by improving its elastic deformation capacity, optimizing interfacial bonding, and releasing the core material to soften the asphalt and fill cracks. As a result, the cracking temperature of unaged asphalt decreases from −27.3°C to −32.1°C. However, the enhancement effect reaches saturation when the microcapsule content exceeds 2.5 %. After long-term aging, the release of the microcapsule core material modifies the asphalt composition by increasing the branched alkane content. Meanwhile, MWCNTs can mitigate the oxidation reactions in asphalt and reduce the deterioration of low-temperature performance induced by aging. Moreover, in the unaged state, the stiffness modulus, percentage of residual stress, and cracking temperature strongly correlate with the proportion of branched alkanes and the relative content of aromatic compounds. After long-term aging, correlations among low-temperature performance indicators remain strong, whereas their correlations with microstructural chemical parameters weaken.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"480 \",\"pages\":\"Article 141525\"},\"PeriodicalIF\":7.4000,\"publicationDate\":\"2025-05-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction and Building Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0950061825016733\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825016733","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Influence of hybrid microcapsules on the low-temperature cracking resistance of asphalt binder
To improve the low-temperature crack resistance of asphalt binders, this study incorporates microcapsules hybridized with multi-walled carbon nanotubes (MWCNTs) into asphalt. The low-temperature creep properties, viscoelastic behavior, and crack resistance of the modified asphalt before and after long-term aging were comprehensively evaluated using the Bending Beam Rheometer (BBR), low-temperature Dynamic Shear Rheometer (DSR), and Asphalt Binder Cracking Device (ABCD) tests. Fourier Transform Infrared Spectroscopy (FTIR) was utilized to analyze the chemical structure of microcapsule-modified asphalt both before and after aging and to calculate the characteristic peak indices. Pearson correlation coefficients were established between the asphalt's low-temperature performance indicators and the characteristic peak indices. The results indicate that microcapsule incorporation significantly enhances the low-temperature crack resistance of asphalt by improving its elastic deformation capacity, optimizing interfacial bonding, and releasing the core material to soften the asphalt and fill cracks. As a result, the cracking temperature of unaged asphalt decreases from −27.3°C to −32.1°C. However, the enhancement effect reaches saturation when the microcapsule content exceeds 2.5 %. After long-term aging, the release of the microcapsule core material modifies the asphalt composition by increasing the branched alkane content. Meanwhile, MWCNTs can mitigate the oxidation reactions in asphalt and reduce the deterioration of low-temperature performance induced by aging. Moreover, in the unaged state, the stiffness modulus, percentage of residual stress, and cracking temperature strongly correlate with the proportion of branched alkanes and the relative content of aromatic compounds. After long-term aging, correlations among low-temperature performance indicators remain strong, whereas their correlations with microstructural chemical parameters weaken.
期刊介绍:
Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged.
Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.