Enhancing rheological properties and durability of asphalt binders with orthogonal-optimized composite modifier particles prepared via twin-screw extrusion: Performance and mechanisms
To address the intrinsic limitations of conventional polymer-modified asphalt binders, including high-temperature aging susceptibility, energy-intensive processing, and compromised storage stability, this study developed orthogonal-optimized composite modifier particles (CMPs) via an L9 (3 3 ) orthogonal design and twin-screw extrusion, integrating styrene-butadiene-styrene (SBS), compatibilizer, tackifying resin (TR), and inorganic crosslinking agent (ICA). The comprehensive performance of CMPs-modified asphalt was systematically evaluated by means of conventional, rheological, and microstructural characterization tests. Results showed CMPs-modified asphalt exhibits significantly superior thermal storage stability to conventional SBS-modified asphalt, with all segregation values below 2.5 °C. CMPs formulations T-9, T-4, and T-2 exhibited superior high-temperature deformation resistance, low-temperature cracking resistance, and fatigue resistance. FTIR analysis confirmed the formation of C–S bonds, and fluorescence microscopy showed continuous polymer networks. Economic analysis confirmed T-9 had the highest cost-effectiveness. This granulation strategy reduced processing temperatures by more than 10°C versus conventional SBS modification, aligning with sustainability goals. This work provides a scalable, eco-efficient solution for high-performance asphalt pavements under extreme climates and heavy loads.
Authors
- Hongwei He
- Hengji Zhang
- Xinming Ye
- Jianye Wang
- Yingchun Li
- Kai Chen
- Jie Li
- Yinzhu Zhang
Institutions
- North University of China (CN)
- Taiyuan University of Science and Technology (CN)
- Taiyuan University of Technology (CN)
Publication Details
- Journal
- Case Studies in Construction Materials
- Published
- 2026-02-16
- DOI
- https://doi.org/10.1016/j.cscm.2026.e05897
- Primary Topic
- Asphalt Pavement Performance Evaluation
- Type
- article
- Field-Weighted Citation Impact
- 0.00