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

Institutions

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

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Radiation-thermal-moisture coupling effects on viscoelasticity properties of reclaimed asphalt rejuvenated by rubberized asphalt

Feipeng Xiao, Zifeng Zhao, Maurizio Crispino, Emanuele Toraldo et al.
3 citations
Construction and Building Materials
Asphalt Pavement Performance Evaluation
2.86
article

Radiation-thermal-moisture coupling effects on viscoelasticity properties of reclaimed asphalt rejuvenated by rubberized asphalt

Feipeng Xiao, Zifeng Zhao, Maurizio Crispino, Emanuele Toraldo, Arianna Antoniazzi
article en
3 citations

Abstract

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 %.

Construction and Building MaterialsVol. 489
Tongji University (CN), Twin Cities Orthopedics (US), Politecnico di Milano (IT)
National Natural Science Foundation of China
Openalex Percentile: Top 12%
Asphalt Pavement Performance Evaluation
2.86
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.