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    Rheological Behavior of Bitumen Modified by Synthesized Polyurethane Based on MDI–PPG Reactive Prepolymers

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 002::page 04024509-1
    Author:
    Tian Xia
    ,
    Youjie Xu
    ,
    Reza Salehiyan
    ,
    Chaoying Wan
    ,
    Tony McNally
    DOI: 10.1061/JMCEE7.MTENG-19012
    Publisher: American Society of Civil Engineers
    Abstract: Bitumen without modification is prone to suffer from damage under extreme temperature and traffic conditions, leading to distress such as rutting, fatigue cracking, and thermal cracking. Polyurethane-modified bitumen can effectively be prepared at lower temperatures and combine low-carbon and environmental-protection concepts. The resulted polyurethane can also improve the in-service performance of bitumen, such as rutting resistance. In this study, a polyurethane prepolymer (PU) based on polypropylene glycol (PPG) and diphenylmethane diisocyanate (MDI) as the soft and hard segments and 3,3’-dichloro-4,4’-diaminodiphenylmethane (MOCA) as a chain extender was synthesized and used to modify the viscoelastic behavior of bitumen. The interaction between the PU prepolymer and unreacted MDI and the polar groups present on the base bitumen provides a route to enhancing the miscibility between the blend components. The rheological behavior of the bitumen, with varying PU content, was investigated from strain sweep and time sweep measurements, with particular attention given to the analysis of Lissajous-Bowditch (LB) curves and the normalized third relative intensities (I3/I1). Three different methods based on strain sweep tests were employed to determine the critical strain at which the viscoelastic behavior transitions from the linear to nonlinear regime. The distinct rheological behavior observed for bitumen with different PU content was supported from observations of the blend morphology and confirmation of interactions between blend components from Fourier transform infrared (FTIR) spectroscopy. This study reveals that the rheological behavior of a PU-modified bitumen is closely related to the combined effects of interfacial interaction, phase morphology, and phase distribution of the blend components. Illustrating this relationship can enable the design of tailored bituminous materials with excellent in-service performance.
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      Rheological Behavior of Bitumen Modified by Synthesized Polyurethane Based on MDI–PPG Reactive Prepolymers

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4309814
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    contributor authorTian Xia
    contributor authorYoujie Xu
    contributor authorReza Salehiyan
    contributor authorChaoying Wan
    contributor authorTony McNally
    date accessioned2026-02-16T21:50:46Z
    date available2026-02-16T21:50:46Z
    date copyright2025/02/01
    date issued2025
    identifier otherJMCEE7.MTENG-19012.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309814
    description abstractBitumen without modification is prone to suffer from damage under extreme temperature and traffic conditions, leading to distress such as rutting, fatigue cracking, and thermal cracking. Polyurethane-modified bitumen can effectively be prepared at lower temperatures and combine low-carbon and environmental-protection concepts. The resulted polyurethane can also improve the in-service performance of bitumen, such as rutting resistance. In this study, a polyurethane prepolymer (PU) based on polypropylene glycol (PPG) and diphenylmethane diisocyanate (MDI) as the soft and hard segments and 3,3’-dichloro-4,4’-diaminodiphenylmethane (MOCA) as a chain extender was synthesized and used to modify the viscoelastic behavior of bitumen. The interaction between the PU prepolymer and unreacted MDI and the polar groups present on the base bitumen provides a route to enhancing the miscibility between the blend components. The rheological behavior of the bitumen, with varying PU content, was investigated from strain sweep and time sweep measurements, with particular attention given to the analysis of Lissajous-Bowditch (LB) curves and the normalized third relative intensities (I3/I1). Three different methods based on strain sweep tests were employed to determine the critical strain at which the viscoelastic behavior transitions from the linear to nonlinear regime. The distinct rheological behavior observed for bitumen with different PU content was supported from observations of the blend morphology and confirmation of interactions between blend components from Fourier transform infrared (FTIR) spectroscopy. This study reveals that the rheological behavior of a PU-modified bitumen is closely related to the combined effects of interfacial interaction, phase morphology, and phase distribution of the blend components. Illustrating this relationship can enable the design of tailored bituminous materials with excellent in-service performance.
    publisherAmerican Society of Civil Engineers
    titleRheological Behavior of Bitumen Modified by Synthesized Polyurethane Based on MDI–PPG Reactive Prepolymers
    typeJournal Article
    journal volume37
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19012
    journal fristpage04024509-1
    journal lastpage04024509-12
    page12
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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