Effect of Dynamic Disulfide Bonds on Microstructure, Storage Stability, and Self-Healing Performance of Desulfurized Waste Crumb Rubber–Modified Asphalt
Endowing waste crumb rubber–modified asphalt (CRMA) with superior self-healing capability can extend the service life of asphalt pavement. In this study, 3,3’-dithiodipropionic acid (DPA) with dynamic disulfide bonds was introduced into waste crumb rubber particles through esterification reaction to prepare a novel self-healing crumb rubber–modified asphalt (DPA/CRMA). Fourier-transform infrared spectroscopy results revealed that the dynamic disulfide bonds were successfully connected between crumb rubber particles in DPA/CRMA. With the increase of DPA dosage, the softening point and ductility of DPA/CRMA were gradually increased. The fluorescence microscope images indicated that DPA/CRMA had better dispersibility compared to CRMA. The results of the segregation test showed that the dynamic disulfide bonds in DPA significantly enhanced the storage stability of DPA/CRMA. The results of healing tests showed that DPA improved the self-healing properties of the waste CRMA. The fatigue–healing index and fracture healing rate of DPA/CRMA increased to 96.2 and 69.8%, while those of CRMA were only 67.5 and 46.7%. In addition, dynamic disulfide bonds markedly improved the multiple fatigue–healing capacity of DPA/CRMA, and the number of fatigue–healing cycles for DPA/CRMA was 7, whereas it was only 4 cycles for CRMA. This study provided a new method to extend the service life of waste CRMA pavement.
Authors
- Hao Duan (ORCID: https://orcid.org/0000-0003-4202-0731)
- Yanheng He
- Quantao Liu (ORCID: https://orcid.org/0000-0003-1818-8702)
- Shangheng Zeng
- Shanjun Gao (ORCID: https://orcid.org/0000-0002-8966-9776)
- Ronghua Zhuang
- Tianwei Zhang (ORCID: https://orcid.org/0000-0002-1466-3484)
- Jianying Yu (ORCID: https://orcid.org/0000-0002-4096-3907)
Institutions
- Wuhan University of Technology (CN)
Publication Details
- Journal
- Journal of Materials in Civil Engineering
- Published
- 2025-03-17
- DOI
- https://doi.org/10.1061/jmcee7.mteng-19412
- Citations
- 2
- Primary Topic
- Asphalt Pavement Performance Evaluation
- Type
- article
- Field-Weighted Citation Impact
- 1.91