Advanced viscoelastic characterization of modified bitumen at low temperatures using 4-mm DSR testing

In this study, we combine low-temperature 4-mm DSR sweeps with (LVE) modeling to investigate broadening of the glass-transition region in multicomponent asphalt binders modified with crumb rubber (CR), SBS, and a (HV) additive. Two PG 64–22 base binders were tested as neat binders and as modified formulations containing CR (8%), SBS (2%), and HV (8%) in different combinations after TFOT and PAV aging. Increasing modification level produced a progressively smoother and more gradual liquid-to-glassy transition, clearly expressed as broadening of the long-time relaxation spectrum. A central contribution of this work is extending the broadened power-law (BPL) relaxation spectrum approach to CR/SBS/HV-modified binders and demonstrating that the stretching parameter β serves as a quantitative indicator of long-time relaxation broadening. β increased from 0.16 (unmodified) to 0.56 (CR+SBS+HV), indicating the broadest and most gradual long-time tail of the relaxation spectrum in the most modified formulation. Time–temperature superposition was used to construct G* and δ master curves; among the evaluated models, the generalized sigmoidal form provided the most consistent description of both G* and δ. To build a consistent low-temperature assessment framework, β was interpreted alongside independent LVE descriptors near the glass transition, including smoother Booij–Palmen trends, progressively broader reduced G′ and G″ transitions, and wider δ(T) isochrone spans (ΔTδ). Apparent molecular-weight distributions derived from the δ-method further supported the activation of additional relaxation processes in modified binders. Overall, the integrated rheological framework provides screening metrics to identify binders with improved stress-relaxation capacity during cooling, thus critical for low-temperature durability. • An integrated rheological–spectral workflow is proposed for reliable low-temperature binder evaluation. • 4-mm DSR testing combined with generalized sigmoidal modeling enabled robust assessment of low-temperature rheology. • Parameter β from the BPL model increased with modification, providing a quantitative indicator of long-time relaxation broadening. • Modified binders exhibited a broader viscoelastic transition, evidenced by smoother Booij–Palmen slopes, broader dynamic moduli shapes, and wider thermal spans (ΔTδ).

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Publication Details

Journal
Case Studies in Construction Materials
Published
2026-01-28
DOI
https://doi.org/10.1016/j.cscm.2026.e05842
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
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article

Advanced viscoelastic characterization of modified bitumen at low temperatures using 4-mm DSR testing

Wanqing Huang, M. Medina, Haibo Ding, Yanjun Qiu et al.
Case Studies in Construction Materials
Asphalt Pavement Performance Evaluation
article

Advanced viscoelastic characterization of modified bitumen at low temperatures using 4-mm DSR testing

Wanqing Huang, M. Medina, Haibo Ding, Yanjun Qiu, Weian Xuan, Mingming Cao
article en

Abstract

In this study, we combine low-temperature 4-mm DSR sweeps with (LVE) modeling to investigate broadening of the glass-transition region in multicomponent asphalt binders modified with crumb rubber (CR), SBS, and a (HV) additive. Two PG 64–22 base binders were tested as neat binders and as modified formulations containing CR (8%), SBS (2%), and HV (8%) in different combinations after TFOT and PAV aging. Increasing modification level produced a progressively smoother and more gradual liquid-to-glassy transition, clearly expressed as broadening of the long-time relaxation spectrum. A central contribution of this work is extending the broadened power-law (BPL) relaxation spectrum approach to CR/SBS/HV-modified binders and demonstrating that the stretching parameter β serves as a quantitative indicator of long-time relaxation broadening. β increased from 0.16 (unmodified) to 0.56 (CR+SBS+HV), indicating the broadest and most gradual long-time tail of the relaxation spectrum in the most modified formulation. Time–temperature superposition was used to construct G* and δ master curves; among the evaluated models, the generalized sigmoidal form provided the most consistent description of both G* and δ. To build a consistent low-temperature assessment framework, β was interpreted alongside independent LVE descriptors near the glass transition, including smoother Booij–Palmen trends, progressively broader reduced G′ and G″ transitions, and wider δ(T) isochrone spans (ΔTδ). Apparent molecular-weight distributions derived from the δ-method further supported the activation of additional relaxation processes in modified binders. Overall, the integrated rheological framework provides screening metrics to identify binders with improved stress-relaxation capacity during cooling, thus critical for low-temperature durability. • An integrated rheological–spectral workflow is proposed for reliable low-temperature binder evaluation. • 4-mm DSR testing combined with generalized sigmoidal modeling enabled robust assessment of low-temperature rheology. • Parameter β from the BPL model increased with modification, providing a quantitative indicator of long-time relaxation broadening. • Modified binders exhibited a broader viscoelastic transition, evidenced by smoother Booij–Palmen slopes, broader dynamic moduli shapes, and wider thermal spans (ΔTδ).

Case Studies in Construction MaterialsVol. 24
Guangxi Transportation Research Institute (CN), Southwest Jiaotong University (CN)
Openalex Percentile: Top 75%
Asphalt Pavement Performance Evaluation
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