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    Enhanced Pavement Performance and Improved Stability of Asphalt and Recycled Plastic Blends Modified by Exfoliated Clay Nanoplatelets

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 005::page 04022075
    Author:
    Kate Ann Nguyen
    ,
    Panagiotis A. Danoglidis
    ,
    Efstathios I. Meletis
    ,
    Maria S. Konsta-Gdoutos
    DOI: 10.1061/(ASCE)MT.1943-5533.0004221
    Publisher: ASCE
    Abstract: The inclusion of recycled plastics into hot-mix asphalt is highly desirable for improved pavement performance. In this study, the need for enhanced compatibility between the components and increased mechanical performance of asphalt (AS) and polyethylene (PE) blends was addressed through the use of dispersed/exfoliated nanoclays (NC). Fourier-transform infrared (FTIR) spectroscopy showed evidence of new chemical interactions of the dispersed NC-d within the AS/PE matrix, suggesting a better-blended phase morphology. The layered silicate plate-like morphology of dispersed/exfoliated NC, identified by scanning electron microscopy, SEM, observations, promotes a greater adhesion between asphalt and polyethylene, leading to significant enhancements in all mechanical properties of viscoelastic AS/PE/NC-d blend. Indirect tensile (IDT) strength, uniaxial compression, and compression fatigue tests were performed on AS/PE blends modified by “as received” and dispersed/exfoliated NCs. The effective modification of the AS/PE blend with the dispersed/exfoliated NC-d is demonstrated by a significant improvement in IDT strength (40%), cracking tolerance index (26%), failure energy (22%), compressive strength (42%), and dynamic modulus (44%).
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      Enhanced Pavement Performance and Improved Stability of Asphalt and Recycled Plastic Blends Modified by Exfoliated Clay Nanoplatelets

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4282100
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    • Journal of Materials in Civil Engineering

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    contributor authorKate Ann Nguyen
    contributor authorPanagiotis A. Danoglidis
    contributor authorEfstathios I. Meletis
    contributor authorMaria S. Konsta-Gdoutos
    date accessioned2022-05-07T20:11:38Z
    date available2022-05-07T20:11:38Z
    date issued2022-03-02
    identifier other(ASCE)MT.1943-5533.0004221.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282100
    description abstractThe inclusion of recycled plastics into hot-mix asphalt is highly desirable for improved pavement performance. In this study, the need for enhanced compatibility between the components and increased mechanical performance of asphalt (AS) and polyethylene (PE) blends was addressed through the use of dispersed/exfoliated nanoclays (NC). Fourier-transform infrared (FTIR) spectroscopy showed evidence of new chemical interactions of the dispersed NC-d within the AS/PE matrix, suggesting a better-blended phase morphology. The layered silicate plate-like morphology of dispersed/exfoliated NC, identified by scanning electron microscopy, SEM, observations, promotes a greater adhesion between asphalt and polyethylene, leading to significant enhancements in all mechanical properties of viscoelastic AS/PE/NC-d blend. Indirect tensile (IDT) strength, uniaxial compression, and compression fatigue tests were performed on AS/PE blends modified by “as received” and dispersed/exfoliated NCs. The effective modification of the AS/PE blend with the dispersed/exfoliated NC-d is demonstrated by a significant improvement in IDT strength (40%), cracking tolerance index (26%), failure energy (22%), compressive strength (42%), and dynamic modulus (44%).
    publisherASCE
    titleEnhanced Pavement Performance and Improved Stability of Asphalt and Recycled Plastic Blends Modified by Exfoliated Clay Nanoplatelets
    typeJournal Paper
    journal volume34
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004221
    journal fristpage04022075
    journal lastpage04022075-10
    page10
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 005
    contenttypeFulltext
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