Decoupling Chemical Composition from Viscoelastic Recovery in Rejuvenated Asphalt Binders

dc.contributor.authorMultazam Hutabarat
dc.contributor.authorSuwaphit Chamwon
dc.contributor.authorPreeda Chaturabong
dc.date.accessioned2026-05-08T19:26:55Z
dc.date.issued2026-4-1
dc.description.abstractThis study investigates the decoupling between bulk chemical composition and high-temperature viscoelastic recovery in rejuvenated asphalt binders. A pressurized aging vessel (PAV)-aged binder (AC60/70) was rejuvenated using pyrolytic bio-oils from sugarcane bagasse (SBO) and rice straw (RSO) at 5–20 wt% dosages. SARA fractionation, colloidal instability index (Ic), penetration, and multiple stress creep recovery (MSCR) testing at 0.1 and 3.2 kPa were conducted before and after a rolling thin film oven (RTFO) aging. Both bio-oils restored SARA fractions to nearly identical levels (Ic = 0.541–0.572), yet penetration diverged substantially (79 vs. 36 dmm at 20% for SBO and RSO, respectively). After RTFO aging, MSCR responses converged across all formulations regardless of pre-aging differences, yielding identical an Equivalent Single Axle Load (ESAL) classification. This convergence is attributed to selective volatilization of low-molecular-weight bio-oil components during thermal conditioning, consistent with findings from a companion rheological–fatigue study. The results reveal a fundamental decoupling: bulk chemical indices, while useful for compositional assessment, do not correspond to stress-dependent viscoelastic recovery mechanisms governing rutting resistance. Performance-based rheological testing is therefore essential for reliable evaluation of rejuvenated binders under field-relevant conditions.
dc.identifier.doi10.28991/cej-2026-012-04-09
dc.identifier.urihttps://dspace.kmitl.ac.th/handle/123456789/20854
dc.publisherCivil Engineering Journal
dc.subjectAsphalt Pavement Performance Evaluation
dc.subjectConcrete and Cement Materials Research
dc.subjectGeotechnical and construction materials studies
dc.titleDecoupling Chemical Composition from Viscoelastic Recovery in Rejuvenated Asphalt Binders
dc.typeArticle

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