Interfacial interactions between crumb rubber-polyphosphoric acid composite-modified asphalt and aggregates
Waste crumb rubber and polyphosphoric acid (PPA) were incorporated into asphalt mastic through a staged shearing process under controlled temperatures. Their combined effects were examined using a cross-scale framework that linked surface free-energy measurements, atomic force microscopy, rheological sweeps, and pull-off tests. The combined use of crumb rubber and PPA shifted the asphalt colloidal system from a sol-like state toward a more interconnected gel structure. This transition increased surface roughness, promoted microscale mechanical interlocking, and restrained interfacial slippage. The anti-stripping agent further improved interfacial wetting and polar compatibility, while the fibers supported the mastic skeleton and maintained continuous stress transfer within the material. CRA-PPA-2, containing crumb rubber, PPA, an anti-stripping agent, and lignin fibers, achieved dry pull-off tensile strength (POTS) values of 2.76 and 2.86 MPa and wet POTS values of 2.29 and 2.43 MPa for basalt and diabase, respectively. The corresponding pull-off strength retention ratios (TSR) reached 83.0% and 85.0%, indicating improved resistance to moisture-induced bond deterioration. This combined modification approach effectively alleviated water-induced adhesion loss and interfacial debonding, offering a practical strategy for improving the interfacial durability of asphalt pavements.
Authors
- Tangxin Xie (ORCID: https://orcid.org/0009-0007-4399-2475)
- Yuchen Wang (ORCID: https://orcid.org/0000-0003-2625-6752)
- Qi Li (ORCID: https://orcid.org/0000-0001-9097-9272)
- Juan Li (ORCID: https://orcid.org/0000-0001-9075-4209)
- Guangguo Wu
Institutions
- Hunan Provincial Expressway Group Co., Ltd (China) (CN)
- Changsha Vocational and Technical College (CN)
- Changsha University of Science and Technology (CN)
Publication Details
- Journal
- Frontiers in Materials
- Published
- 2026-11-05
- DOI
- https://doi.org/10.3389/fmats.2026.1991878
- Primary Topic
- Asphalt Pavement Performance Evaluation
- Type
- article
- Field-Weighted Citation Impact
- 0.00