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    Stone-on-Stone Contact of Permeable Friction Course Mixtures

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 011
    Author:
    Allex E. Alvarez
    ,
    Enad Mahmoud
    ,
    Amy Epps Martin
    ,
    Eyad Masad
    ,
    Cindy Estakhri
    DOI: 10.1061/(ASCE)MT.1943-5533.0000117
    Publisher: American Society of Civil Engineers
    Abstract: Stone-on-stone contact of the coarse-aggregate fraction is one of the main characteristics of permeable friction course (PFC) asphalt mixtures that is required to provide adequate resistance to both raveling and permanent deformation. Currently, stone-on-stone contact is determined by comparing the air voids content in the coarse aggregate (VCA), assessed in both the dry-rodded condition
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      Stone-on-Stone Contact of Permeable Friction Course Mixtures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/66460
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    contributor authorAllex E. Alvarez
    contributor authorEnad Mahmoud
    contributor authorAmy Epps Martin
    contributor authorEyad Masad
    contributor authorCindy Estakhri
    date accessioned2017-05-08T21:55:11Z
    date available2017-05-08T21:55:11Z
    date copyrightNovember 2010
    date issued2010
    identifier other%28asce%29mt%2E1943-5533%2E0000148.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66460
    description abstractStone-on-stone contact of the coarse-aggregate fraction is one of the main characteristics of permeable friction course (PFC) asphalt mixtures that is required to provide adequate resistance to both raveling and permanent deformation. Currently, stone-on-stone contact is determined by comparing the air voids content in the coarse aggregate (VCA), assessed in both the dry-rodded condition
    publisherAmerican Society of Civil Engineers
    titleStone-on-Stone Contact of Permeable Friction Course Mixtures
    typeJournal Paper
    journal volume22
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000117
    treeJournal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 011
    contenttypeFulltext
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