Composite rejuvenator strategy for optimizing the performance of RAP-recycled asphalt mixtures

Asphalt pavement recycling is increasingly recognized as an effective strategy for resource conservation and carbon reduction. This study investigates the deterioration characteristics of aged asphalt and develops a composite rejuvenator composed of bio-oil and DOTP plasticizer to restore binder performance and enhance the pavement properties of RAP-recycled asphalt mixtures. Response surface methodology was used to optimize rejuvenator dosage, after which recycled mixtures with RAP contents of 15 %, 30 %, 45 %, and 60 % were fabricated. Binder tests, high- and low-temperature rheological evaluations, rutting tests, moisture stability tests, freeze-thaw splitting, and semicircular bending (SCB) tests were conducted to assess rejuvenation effectiveness. The optimized formulation (M2: 3 % bio-oil + 2.5 % DOTP) achieved a 93 % recovery rate of binder properties and exhibited rheological behavior most comparable to virgin asphalt, showing improved high-temperature stability, enhanced low-temperature relaxation, and increased mixture fracture energy. Grey relational analysis revealed that RAP content exerted the greatest influence on stiffness-related indicators and negatively affected crack resistance, with 30 % RAP achieving the best balance among performance metrics. Overall, the bio-oil - DOTP composite rejuvenator effectively improved the high-temperature, low-temperature, and moisture-resistant performance of RAP-recycled asphalt mixtures, providing a practical pathway for promoting sustainable asphalt recycling.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2026-01-06
DOI
https://doi.org/10.1016/j.cscm.2026.e05773
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
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article

Composite rejuvenator strategy for optimizing the performance of RAP-recycled asphalt mixtures

Zeng Guodong, Hao Li, Fang Yang, Guo Yuchen et al.
Case Studies in Construction Materials
Asphalt Pavement Performance Evaluation
article

Composite rejuvenator strategy for optimizing the performance of RAP-recycled asphalt mixtures

Zeng Guodong, Hao Li, Fang Yang, Guo Yuchen, Tian Yuan, Liu Mingyan, Wang Xuancang
article en

Abstract

Asphalt pavement recycling is increasingly recognized as an effective strategy for resource conservation and carbon reduction. This study investigates the deterioration characteristics of aged asphalt and develops a composite rejuvenator composed of bio-oil and DOTP plasticizer to restore binder performance and enhance the pavement properties of RAP-recycled asphalt mixtures. Response surface methodology was used to optimize rejuvenator dosage, after which recycled mixtures with RAP contents of 15 %, 30 %, 45 %, and 60 % were fabricated. Binder tests, high- and low-temperature rheological evaluations, rutting tests, moisture stability tests, freeze-thaw splitting, and semicircular bending (SCB) tests were conducted to assess rejuvenation effectiveness. The optimized formulation (M2: 3 % bio-oil + 2.5 % DOTP) achieved a 93 % recovery rate of binder properties and exhibited rheological behavior most comparable to virgin asphalt, showing improved high-temperature stability, enhanced low-temperature relaxation, and increased mixture fracture energy. Grey relational analysis revealed that RAP content exerted the greatest influence on stiffness-related indicators and negatively affected crack resistance, with 30 % RAP achieving the best balance among performance metrics. Overall, the bio-oil - DOTP composite rejuvenator effectively improved the high-temperature, low-temperature, and moisture-resistant performance of RAP-recycled asphalt mixtures, providing a practical pathway for promoting sustainable asphalt recycling.

Case Studies in Construction MaterialsVol. 24
Openalex Percentile: Top 94%
Asphalt Pavement Performance Evaluation
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Composite rejuvenator strategy for optimizing the performance of RAP-recycled asphalt mixtures — Zeng Guodong, Hao Li, et al. · Case Studies in Construction Materials (2026) | TGRS Research Map | TGRS