Year: 2026
Type: article
Abstract: This study investigates the influence of Reclaimed Asphalt Pavement (RAP) content on the viscoelastic behavior of asphalt concrete mixtures through dynamic modulus testing and rheological modeling. Asphalt mixtures containing 12.5%, 30%, and 40% RAP were evaluated using both empirical sigmoid master curves and the rheological 2S2P1D model. Results show that increasing RAP content leads to higher dynamic modulus and lower phase angle, indicating stiffer and more elastic behavior due to the aged binder in RAP. Loss modulus analysis revealed reduced energy dissipation in high-RAP mixtures, suggesting decreased stress-relaxation and increased cracking potential. Relaxation modulus curves confirmed that higher RAP mixtures retain stiffness over time, while lower RAP mixtures exhibit greater flexibility. The findings underscore the trade-off between stiffness and flexibility in RAP-modified mixtures.
Source: Transportation research procedia
Language: English
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: diamond
Funder: Universitetet i Agder
OpenAlex ID: W7204186930
