Effect of different rejuvenators and aging methods on the physicochemical properties of bitumen assessed by infrared spectroscopy and rheological analysis
Lukas Perfler , Bozena Cuk , Georgi Chankov , Roland Traxl , Peter Hirzinger , Roman Lackner
{"title":"Effect of different rejuvenators and aging methods on the physicochemical properties of bitumen assessed by infrared spectroscopy and rheological analysis","authors":"Lukas Perfler , Bozena Cuk , Georgi Chankov , Roland Traxl , Peter Hirzinger , Roman Lackner","doi":"10.1016/j.conbuildmat.2025.143796","DOIUrl":null,"url":null,"abstract":"<div><div>The use of high Reclaimed Asphalt Pavement (RAP) contents during the production of flexible pavements can lead to premature damages, such as crack formation, due to the presence of aged bitumen. As a remedy, rejuvenators are commonly employed to minimize these negative effects and are claimed to be capable of restoring the original rheological behavior of the asphalt binder. In this study, 70/100 penetration-grade bitumen samples are artificially aged by Rolling Thin Film Oven Test (RTFOT), Pressure Aging Vessel (PAV), and Universal Simple Aging Test (USAT) and subsequently rejuvenated by five different rejuvenators (three bio-based, one mineral-oil based, and one synthetic product) from renowned manufacturers, considering different degrees of aging as well as different amounts and types of rejuvenators. Infrared (IR) spectroscopy provided insight into the chemical homogeneity of the bitumen-rejuvenator mixtures as well as the interaction between the aged bitumen and rejuvenators. Moreover, by identifying characteristic peaks in the IR spectra of the rejuvenators, a semi-quantitative determination of the rejuvenator content of bitumen-rejuvenator mixtures is established, regardless of the degree of aging. Rheological testing, on the other hand, provided insight into the effect of aging and rejuvenation on the mechanical properties, such as complex shear modulus and phase angle. Based on the results, the rejuvenation effect on the physical and chemical properties of the long-term and extended aged bitumen is strongly dependent on the type and dosage of rejuvenator, however, a full recovery cannot be observed because of the dosages being different when aiming at the restoration of the complex shear modulus or the phase angle of the original bitumen and the generally only slightly affected carbonyl and sulfoxide peaks. Notably, significant changes in the chemical functional groups were also observed during the rejuvenation process, indicating a chemical interaction between the binder and rejuvenator.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"496 ","pages":"Article 143796"},"PeriodicalIF":8.0000,"publicationDate":"2025-10-02","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/S0950061825039479","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}
引用次数: 0
Abstract
The use of high Reclaimed Asphalt Pavement (RAP) contents during the production of flexible pavements can lead to premature damages, such as crack formation, due to the presence of aged bitumen. As a remedy, rejuvenators are commonly employed to minimize these negative effects and are claimed to be capable of restoring the original rheological behavior of the asphalt binder. In this study, 70/100 penetration-grade bitumen samples are artificially aged by Rolling Thin Film Oven Test (RTFOT), Pressure Aging Vessel (PAV), and Universal Simple Aging Test (USAT) and subsequently rejuvenated by five different rejuvenators (three bio-based, one mineral-oil based, and one synthetic product) from renowned manufacturers, considering different degrees of aging as well as different amounts and types of rejuvenators. Infrared (IR) spectroscopy provided insight into the chemical homogeneity of the bitumen-rejuvenator mixtures as well as the interaction between the aged bitumen and rejuvenators. Moreover, by identifying characteristic peaks in the IR spectra of the rejuvenators, a semi-quantitative determination of the rejuvenator content of bitumen-rejuvenator mixtures is established, regardless of the degree of aging. Rheological testing, on the other hand, provided insight into the effect of aging and rejuvenation on the mechanical properties, such as complex shear modulus and phase angle. Based on the results, the rejuvenation effect on the physical and chemical properties of the long-term and extended aged bitumen is strongly dependent on the type and dosage of rejuvenator, however, a full recovery cannot be observed because of the dosages being different when aiming at the restoration of the complex shear modulus or the phase angle of the original bitumen and the generally only slightly affected carbonyl and sulfoxide peaks. Notably, significant changes in the chemical functional groups were also observed during the rejuvenation process, indicating a chemical interaction between the binder and rejuvenator.
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.