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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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