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    Research on the Dielectric Properties of Asphalt Concrete Based on Equivalent Circuit Modeling

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 010::page 04024318-1
    Author:
    Yanhui Zhong
    ,
    Yilong Wang
    ,
    Bei Zhang
    DOI: 10.1061/JMCEE7.MTENG-18023
    Publisher: American Society of Civil Engineers
    Abstract: The nondestructive testing of asphalt pavement using ground-penetrating radar (GPR) is based on studies on the dielectric properties of asphalt concrete. The equivalent circuit concept was used in this study, where different mediums are equivalent to a single multilayer medium. The capacitance of each layer medium was used to derive the composite dielectric constant. Using the open coaxial probe method, the dielectric constants of AC-13 and AC-16 concrete composed of No. 70, No. 90, and styrene-butadiene-styrene (SBS)–modified asphalt binder were measured. The results reveal that the dielectric constant of asphalt concrete falls as the binder-aggregate ratio increases, and the change in aggregate volume ratio is the most important element in determining its dielectric constant. For every 1% increase in the binder-aggregate ratio, the dielectric constant of asphalt concrete typically decreases by 0.094, while the volume ratio of asphalt binder increases by 1.39%. In addition, the volume ratios of aggregate and air decreased by 1.05% and 0.33%, respectively. When it comes to estimating the dielectric constant of asphalt concrete, the developed model outperforms the conventional dielectric model with an average relative error of roughly 1%. This model successfully improved the prediction accuracy of the dielectric properties of asphalt concrete materials, which is significant for GPR-based asphalt pavement quality assessment.
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      Research on the Dielectric Properties of Asphalt Concrete Based on Equivalent Circuit Modeling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4299346
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    contributor authorYanhui Zhong
    contributor authorYilong Wang
    contributor authorBei Zhang
    date accessioned2024-12-24T10:40:23Z
    date available2024-12-24T10:40:23Z
    date copyright10/1/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-18023.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299346
    description abstractThe nondestructive testing of asphalt pavement using ground-penetrating radar (GPR) is based on studies on the dielectric properties of asphalt concrete. The equivalent circuit concept was used in this study, where different mediums are equivalent to a single multilayer medium. The capacitance of each layer medium was used to derive the composite dielectric constant. Using the open coaxial probe method, the dielectric constants of AC-13 and AC-16 concrete composed of No. 70, No. 90, and styrene-butadiene-styrene (SBS)–modified asphalt binder were measured. The results reveal that the dielectric constant of asphalt concrete falls as the binder-aggregate ratio increases, and the change in aggregate volume ratio is the most important element in determining its dielectric constant. For every 1% increase in the binder-aggregate ratio, the dielectric constant of asphalt concrete typically decreases by 0.094, while the volume ratio of asphalt binder increases by 1.39%. In addition, the volume ratios of aggregate and air decreased by 1.05% and 0.33%, respectively. When it comes to estimating the dielectric constant of asphalt concrete, the developed model outperforms the conventional dielectric model with an average relative error of roughly 1%. This model successfully improved the prediction accuracy of the dielectric properties of asphalt concrete materials, which is significant for GPR-based asphalt pavement quality assessment.
    publisherAmerican Society of Civil Engineers
    titleResearch on the Dielectric Properties of Asphalt Concrete Based on Equivalent Circuit Modeling
    typeJournal Article
    journal volume36
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18023
    journal fristpage04024318-1
    journal lastpage04024318-12
    page12
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 010
    contenttypeFulltext
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