High-temperature rheological properties and thermo-oxidative aging behavior of organo-montmorillonite/sugarcane bagasse fibre composite-modified asphalt binders

Organo-montmorillonite (OMMT) and sugarcane bagasse fiber (SBF) provide nanosheet barrier and fiber reinforcement, respectively, yet their combined effects on high-temperature rheology, creep recovery, and aging sensitivity remain unclear. Single- and OMMT/SBF composite-modified asphalt binders with varied modifier contents were evaluated by DSR, MSCR, and FTIR under unaged, short-term-aged, and long-term-aged conditions for high-temperature rheology, rutting and creep recovery, aged rheological properties, and functional-group changes. Both modifiers improved viscoelastic response at high temperature and low frequency, with SBF more strongly increasing G* and reducing δ; M0S3 (MxSy denotes x wt.% OMMT and y wt.% SBF) reached average G* and δ values of 440.92 Pa and 47.51°, respectively. M4S3 reached 587.46 Pa, 3.01 times that of the base binder. Composite modification was ratio-dependent: M1S3, M2S3, M3S3, and M4S2 showed relatively higher G*/sinδ within their OMMT-content series, indicating that simply increasing both modifiers did not maximize high-temperature performance. Under high stress, Jnr distinguished permanent deformation resistance better than R. FTIR showed no new characteristic peaks or obvious shifts, indicating no new dominant FTIR-detectable chemical structures and supporting a modification mechanism dominated by physical incorporation and interactions.

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Publication Details

Journal
International Journal of Pavement Engineering
Published
2026-09-21
DOI
https://doi.org/10.1080/10298436.2026.2734213
Primary Topic
Asphalt Pavement Performance Evaluation
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article
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article

High-temperature rheological properties and thermo-oxidative aging behavior of organo-montmorillonite/sugarcane bagasse fibre composite-modified asphalt binders

Zhijian Wang, Zhiwei Zhu, Yinchu Zhao, Ping Li et al.
International Journal of Pavement Engineering
Asphalt Pavement Performance Evaluation
article

High-temperature rheological properties and thermo-oxidative aging behavior of organo-montmorillonite/sugarcane bagasse fibre composite-modified asphalt binders

Zhijian Wang, Zhiwei Zhu, Yinchu Zhao, Ping Li, Wei Yan
article en

Abstract

Organo-montmorillonite (OMMT) and sugarcane bagasse fiber (SBF) provide nanosheet barrier and fiber reinforcement, respectively, yet their combined effects on high-temperature rheology, creep recovery, and aging sensitivity remain unclear. Single- and OMMT/SBF composite-modified asphalt binders with varied modifier contents were evaluated by DSR, MSCR, and FTIR under unaged, short-term-aged, and long-term-aged conditions for high-temperature rheology, rutting and creep recovery, aged rheological properties, and functional-group changes. Both modifiers improved viscoelastic response at high temperature and low frequency, with SBF more strongly increasing G* and reducing δ; M0S3 (MxSy denotes x wt.% OMMT and y wt.% SBF) reached average G* and δ values of 440.92 Pa and 47.51°, respectively. M4S3 reached 587.46 Pa, 3.01 times that of the base binder. Composite modification was ratio-dependent: M1S3, M2S3, M3S3, and M4S2 showed relatively higher G*/sinδ within their OMMT-content series, indicating that simply increasing both modifiers did not maximize high-temperature performance. Under high stress, Jnr distinguished permanent deformation resistance better than R. FTIR showed no new characteristic peaks or obvious shifts, indicating no new dominant FTIR-detectable chemical structures and supporting a modification mechanism dominated by physical incorporation and interactions.

International Journal of Pavement EngineeringVol. 27(1)
China Railway Group (China) (CN), University of Modern Sciences (AE), Changsha University of Science and Technology (CN)
Openalex Percentile: Top 17%
Asphalt Pavement Performance Evaluation
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High-temperature rheological properties and thermo-oxidative aging behavior of organo-montmorillonite/sugarcane bagasse fibre composite-modified asphalt binders — Zhijian Wang, Zhiwei Zhu, et al. · International Journal of Pavement Engineering (2026) | TGRS Research Map | TGRS