Microstructural engineering of high-content rubber asphalt via precision devulcanization for enhanced performance
Introduction The practical deployment of high-content rubberized asphalt is often hindered by its compromised workability and unstable performance. Moving beyond conventional devulcanization approaches, this study introduces an integrated strategy of interface-controlled devulcanization and microstructural tailoring to address these challenges. Methods A bespoke devulcanizing agent (RubberSynth-AP) was synthesized to promote selective scission of sulfur-based crosslinks and improve interfacial adhesion. Coupled with an optimized production process, this method allows the stable integration of crumb rubber at concentrations up to 30% by binder weight. Multi-scale rheological analyses—encompassing temperature sweeps, multiple stress creep recovery (MSCR), and linear amplitude sweep (LAS) tests—were employed. Results An optimum rubber content of 26% was identified, exhibiting a superior combination of properties: a failure temperature of 76.5 °C, 40% lower viscosity, 53.12% recovery rate, and enhanced fatigue resistance. Mechanistic analysis uncovered a microstructural evolution from a heterogeneous, stress-concentrating system to a homogeneous, elastic-network-dominated morphology. This structural improvement supported the adoption of a dense-graded AC-13 mixture design, achieving a remarkable dynamic stability of 3,850 cycles/mm. Economically and environmentally, this technique promotes the consumption of 18 tons of waste rubber per lane-kilometer with a cost reduction of approximately ¥17,000. Discussion Collectively, this study demonstrates that the interface-controlled devulcanization strategy enables the production of high-content rubberized asphalt (up to 30%) with superior and balanced rheological properties, overcoming the longstanding workability-performance trade-off. The findings provide a scientifically-grounded and economically viable solution for developing sustainable pavement materials.
Authors
- Lei Zhong (ORCID: https://orcid.org/0000-0002-0260-7602)
- Shuang Wu (ORCID: https://orcid.org/0000-0001-9125-8741)
- Meng Yang (ORCID: https://orcid.org/0000-0003-2885-1571)
- Chongyuan Li
- Yukun Li (ORCID: https://orcid.org/0000-0002-6353-9324)
- Shuai Li (ORCID: https://orcid.org/0000-0001-6722-017X)
- Xiaohong Guo
- Chaozhe Jiang (ORCID: https://orcid.org/0000-0002-6340-8914)
- Hanqing Mao
- Xu Ouyang (ORCID: https://orcid.org/0000-0003-2852-5733)
- M.H. Pu
- A. Wenqian
Institutions
- Qinghai University (CN)
- University of Waterloo (CA)
- Qinghai Provincial Peoples Hospital (CN)
- Southwest Jiaotong University (CN)
Publication Details
- Journal
- Frontiers in Materials
- Published
- 2025-12-03
- DOI
- https://doi.org/10.3389/fmats.2025.1714941
- Primary Topic
- Asphalt Pavement Performance Evaluation
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- Department of Science and Technology of Inner Mongolia