Radiation-thermal-moisture coupling effects on viscoelasticity properties of reclaimed asphalt rejuvenated by rubberized asphalt
In high-temperature regions, incorporating crumb rubber (CR) and reclaimed asphalt pavement (RAP) into flexible pavement enhances rutting resistance and elastic recoverability . However, high temperature, intense radiation, and humidity can accelerate asphalt ageing. This study investigated the variations in viscoelasticity of asphalt mixtures subjected to a radiation-thermal-moisture coupling environment and examined the impact of CR and RAP. Laboratory tests used two virgin binders, two CR contents, two RAP sources, and two RAP contents to produce 12 different asphalt mixtures with controlled aggregate gradation. A self-developed Xenon accelerated ageing chamber was used to simulate ageing, with 7 days of accelerated ageing equating to 1 year of natural ageing, achieving four ageing states: 0, 7, 14, and 21 days. Dynamic modulus tests were conducted at 5°C, 20°C, 35°C and 50°C and frequencies of 0.1 Hz, 0.5 Hz, 1 Hz, 5 Hz, 10 Hz and 25 Hz. Master curves of dynamic modulus, phase angle, storage modulus , and loss modulus were constructed for each asphalt mixture at all ageing states. Parameters such as the Glover-Rowe parameter, Viscoelastic Cracking Index, dynamic modulus master curve shape parameter - β/γ , and phase angle master curve shape parameters a and c were analyzed. The results indicated that the dynamic modulus at high frequencies might decrease after 21 days of accelerated ageing. Strong correlations were found between the Glover-Rowe parameter, Viscoelastic Cracking Index, and master curve shape parameters, especially between c and other parameters. CR significantly increased ageing sensitivity under low frequency and high temperature conditions, while RAP reduced the viscoelasticity variation caused by accelerated ageing. • Crumb rubber boosts dynamic/storage modulus by over 25 % at low frequencies. • Reclaimed asphalt raises storage modulus by over 15 % over mid-range frequencies. • Glover-Rowe parameters have strong correlations between viscoelastic properties. • Crumb rubber boosts dynamic modulus by 25 %, enhancing stiffness under aging. • Crumb rubber increases aging sensitivity, while RAP reduces it by up to 7 %.
Authors
- Feipeng Xiao (ORCID: https://orcid.org/0000-0003-0677-443X)
- Zifeng Zhao (ORCID: https://orcid.org/0000-0003-3122-2645)
- Maurizio Crispino (ORCID: https://orcid.org/0000-0001-5778-684X)
- Emanuele Toraldo (ORCID: https://orcid.org/0000-0003-2271-1009)
- Arianna Antoniazzi (ORCID: https://orcid.org/0009-0003-5975-8916)
Institutions
- Tongji University (CN)
- Twin Cities Orthopedics (US)
- Politecnico di Milano (IT)
Publication Details
- Journal
- Construction and Building Materials
- Published
- 2025-02-26
- DOI
- https://doi.org/10.1016/j.conbuildmat.2025.140535
- Citations
- 3
- Primary Topic
- Asphalt Pavement Performance Evaluation
- Type
- article
- Field-Weighted Citation Impact
- 2.86
Funders
- National Natural Science Foundation of China