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    Effect of Ageing on the Rheological and Chemical Characteristics of Bioasphalt

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 006::page 04025152-1
    Author:
    Dheeraj Mehta
    ,
    Nikhil Saboo
    DOI: 10.1061/JMCEE7.MTENG-20080
    Publisher: American Society of Civil Engineers
    Abstract: The supply of crude oil-derived asphalt binder is in constant decline, whereas its demand is increasing steeply. The finite nature of asphalt binder coupled with escalating prices of crude oil demands exploration of renewable alternatives. Bioasphalt is an environmentally friendly substitute for asphalt binder and is renewable and cost effective. The aim of this study was to investigate the effects of oxidative ageing (short- and long-term ageing) on the rheological and chemical properties of bioasphalt, produced by 30% replacement of asphalt binder with sugarcane molasses (SM). Dynamic shear rheometer and Fourier transform infrared spectroscopy (FTIR) were employed to assess the performance of bioasphalts. Complex shear modulus master curves showed that the addition of SM resulted in higher stiffness at lower frequencies. The increased complex shear modulus indicated enhanced permanent deformation characteristics of bioasphalt. Short- and long-term ageing index based on master curves of bioasphalts were 23% and 40% lower than the base binder. FTIR spectra of SM indicated the presence of phenols, amino acids, amines, alkanes, aromatics, carboxylic acids, alcohols, O─ H, and nitrogen compounds. The sulfoxide index and carbonyl index of bioasphalts were similar to marginally higher compared with the base binders. The ageing index patterns based on sulfoxide index and carbonyl index led to the conclusion that bioasphalts had similar ageing susceptibility as base binders.
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      Effect of Ageing on the Rheological and Chemical Characteristics of Bioasphalt

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    contributor authorDheeraj Mehta
    contributor authorNikhil Saboo
    date accessioned2025-08-17T22:59:34Z
    date available2025-08-17T22:59:34Z
    date copyright6/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-20080.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307745
    description abstractThe supply of crude oil-derived asphalt binder is in constant decline, whereas its demand is increasing steeply. The finite nature of asphalt binder coupled with escalating prices of crude oil demands exploration of renewable alternatives. Bioasphalt is an environmentally friendly substitute for asphalt binder and is renewable and cost effective. The aim of this study was to investigate the effects of oxidative ageing (short- and long-term ageing) on the rheological and chemical properties of bioasphalt, produced by 30% replacement of asphalt binder with sugarcane molasses (SM). Dynamic shear rheometer and Fourier transform infrared spectroscopy (FTIR) were employed to assess the performance of bioasphalts. Complex shear modulus master curves showed that the addition of SM resulted in higher stiffness at lower frequencies. The increased complex shear modulus indicated enhanced permanent deformation characteristics of bioasphalt. Short- and long-term ageing index based on master curves of bioasphalts were 23% and 40% lower than the base binder. FTIR spectra of SM indicated the presence of phenols, amino acids, amines, alkanes, aromatics, carboxylic acids, alcohols, O─ H, and nitrogen compounds. The sulfoxide index and carbonyl index of bioasphalts were similar to marginally higher compared with the base binders. The ageing index patterns based on sulfoxide index and carbonyl index led to the conclusion that bioasphalts had similar ageing susceptibility as base binders.
    publisherAmerican Society of Civil Engineers
    titleEffect of Ageing on the Rheological and Chemical Characteristics of Bioasphalt
    typeJournal Article
    journal volume37
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-20080
    journal fristpage04025152-1
    journal lastpage04025152-14
    page14
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 006
    contenttypeFulltext
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