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    Microstructural Evolution of Asphalt Binder under Combined Action of Moisture and Pressure

    Source: Journal of Transportation Engineering, Part B: Pavements:;2019:;Volume ( 145 ):;issue: 002
    Author:
    M. K. Nivedya; T. G. Trottier; X. Yu; M. Tao; N. A. Burnham; R. B. Mallick
    DOI: 10.1061/JPEODX.0000104
    Publisher: American Society of Civil Engineers
    Abstract: Moisture-induced damage in asphalt mixes can lead to various distresses in the pavement. The primary cause of such distresses is the loss in adhesion and cohesion properties of the asphalt mixes. One of the factors that lead to the loss of adhesion is the impact of moisture on the properties of asphalt binder. This study provides insight into the evolution of microstructures of asphalt binders before and after moisture conditioning. Moisture conditioning of virgin and antistripping agent or rejuvenator-modified binders was carried out using the Moisture-Induced Stress Tester (MiST), which simulates the conditions prevailing in the field. The surface morphology of the samples was investigated using atomic force microscopy (AFM) before and after moisture conditioning over a period of 1 week. The greatest change was noted for the microstructure of the control binder. The binder with a specific rejuvenating agent had microstructures that were different from those of the other binders. All MiST-conditioned binders had rougher surfaces with less evidence of patterns compared with their corresponding unconditioned binders. Such understanding of microstructure will help in better material design and improved pavement performance.
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      Microstructural Evolution of Asphalt Binder under Combined Action of Moisture and Pressure

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    contributor authorM. K. Nivedya; T. G. Trottier; X. Yu; M. Tao; N. A. Burnham; R. B. Mallick
    date accessioned2019-03-10T11:53:51Z
    date available2019-03-10T11:53:51Z
    date issued2019
    identifier otherJPEODX.0000104.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254458
    description abstractMoisture-induced damage in asphalt mixes can lead to various distresses in the pavement. The primary cause of such distresses is the loss in adhesion and cohesion properties of the asphalt mixes. One of the factors that lead to the loss of adhesion is the impact of moisture on the properties of asphalt binder. This study provides insight into the evolution of microstructures of asphalt binders before and after moisture conditioning. Moisture conditioning of virgin and antistripping agent or rejuvenator-modified binders was carried out using the Moisture-Induced Stress Tester (MiST), which simulates the conditions prevailing in the field. The surface morphology of the samples was investigated using atomic force microscopy (AFM) before and after moisture conditioning over a period of 1 week. The greatest change was noted for the microstructure of the control binder. The binder with a specific rejuvenating agent had microstructures that were different from those of the other binders. All MiST-conditioned binders had rougher surfaces with less evidence of patterns compared with their corresponding unconditioned binders. Such understanding of microstructure will help in better material design and improved pavement performance.
    publisherAmerican Society of Civil Engineers
    titleMicrostructural Evolution of Asphalt Binder under Combined Action of Moisture and Pressure
    typeJournal Paper
    journal volume145
    journal issue2
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.0000104
    page06019001
    treeJournal of Transportation Engineering, Part B: Pavements:;2019:;Volume ( 145 ):;issue: 002
    contenttypeFulltext
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