Viscoelastic properties of warm recycled asphalt mixture based on S-$$\boldsymbol{\varphi }$$ model
Year: 2026
Type: article
Abstract: To investigate the influence of temperature, frequency, and RAP content on the viscoelastic properties of warm-mix recycled asphalt mixtures, dynamic modulus tests were conducted on mixtures with different RAP contents (0%, 50%, 70%) across four temperatures and six frequencies. The results show that at high temperatures and low frequencies, the dynamic modulus of the warm-mix recycled asphalt mixtures is higher than that of the hot-mix asphalt (HMA) control. At low temperatures and high frequencies, the dynamic modulus of the warm-mix recycled mixtures is not significantly different from the HMA control. This indicates greater high-temperature stiffness in the warm-mix recycled mixtures relative to the hot-mix reference, while no significant difference is observed at low temperatures. Compared to the 70% RAP mixture, the 50% RAP mixture exhibits the largest increase in dynamic modulus at high temperature (50 °C) and the smallest decrease in phase angle at low temperature (5 °C) relative to the control. Therefore, 50% RAP warm mix recycled asphalt mixture has better high and low temperature performance. According to the principle of time–temperature equivalence, the S (generalized sigmoidal) model and the $$\boldsymbol{\varphi }$$ (improved phase-angle) model were fitted synchronously with shared WLF shift factors, ensuring thermorheological consistency. The synchronous S- $$\boldsymbol{\varphi }$$ model accurately fits the variation of both dynamic modulus and phase angle with frequency.
Source: Discover Civil Engineering
Authors: Lei Feng, Jianing Wu, Lan Wang, Chuanyu Shao, Tao Li, Yongfei Shen
Institution: Inner Mongolia University of Technology
Language: English
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: diamond
Awards: G2516953411, G750986275
OpenAlex ID: W7171896044