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    Experimental Study on Relationships among Composition, Microscopic Void Features, and Performance of Porous Asphalt Concrete

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
    Author:
    Wei Jiang
    ,
    Aimin Sha
    ,
    Jingjing Xiao
    DOI: 10.1061/(ASCE)MT.1943-5533.0001281
    Publisher: American Society of Civil Engineers
    Abstract: The performance of porous asphalt concrete (PAC) is dependent on its microscopic void features, which may refer to content and distribution of its constituents. In other words, PAC mixtures with identical air voids may have significantly different performances under given loading and environmental conditions. Air voids and their distributions are determined by aggregate gradation, nominal maximum aggregate size (NMAS), and binder content. Therefore, it is necessary to investigate the correlation among material composition, microscopic void features, and material performance. In this study, X-ray computed tomography (CT) images were obtained and analyzed to study microscopic void features of different PAC mixtures. Experimental tests were performed to study permeability, acoustic absorption coefficients, clogging, shear strengths, wheel tracking, and Cantabro loss of those PAC mixtures. The following findings were observed: (1) microscopic void features were significantly affected by gradation and NMAS; (2) for PAC mixtures with the same air content and NMAS, the coarser graded mixtures had the larger equivalent diameter of air voids; and (3) linear relationships were found between equivalent diameter and material performance, including Cantabro loss, dynamic stability, shear strength, anticlogging property, and noise reduction.
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      Experimental Study on Relationships among Composition, Microscopic Void Features, and Performance of Porous Asphalt Concrete

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/75503
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    • Journal of Materials in Civil Engineering

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    contributor authorWei Jiang
    contributor authorAimin Sha
    contributor authorJingjing Xiao
    date accessioned2017-05-08T22:15:48Z
    date available2017-05-08T22:15:48Z
    date copyrightNovember 2015
    date issued2015
    identifier other40023444.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75503
    description abstractThe performance of porous asphalt concrete (PAC) is dependent on its microscopic void features, which may refer to content and distribution of its constituents. In other words, PAC mixtures with identical air voids may have significantly different performances under given loading and environmental conditions. Air voids and their distributions are determined by aggregate gradation, nominal maximum aggregate size (NMAS), and binder content. Therefore, it is necessary to investigate the correlation among material composition, microscopic void features, and material performance. In this study, X-ray computed tomography (CT) images were obtained and analyzed to study microscopic void features of different PAC mixtures. Experimental tests were performed to study permeability, acoustic absorption coefficients, clogging, shear strengths, wheel tracking, and Cantabro loss of those PAC mixtures. The following findings were observed: (1) microscopic void features were significantly affected by gradation and NMAS; (2) for PAC mixtures with the same air content and NMAS, the coarser graded mixtures had the larger equivalent diameter of air voids; and (3) linear relationships were found between equivalent diameter and material performance, including Cantabro loss, dynamic stability, shear strength, anticlogging property, and noise reduction.
    publisherAmerican Society of Civil Engineers
    titleExperimental Study on Relationships among Composition, Microscopic Void Features, and Performance of Porous Asphalt Concrete
    typeJournal Paper
    journal volume27
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001281
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian