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    Modeling the Primary and Secondary Regions of Creep Curves for SBS-Modified Asphalt Mixtures under Dry and Wet Conditions

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 005
    Author:
    Arash Saleh Ahari
    ,
    Seyed Arash Forough
    ,
    Ali Khodaii
    ,
    Fereidoon Moghadas Nejad
    DOI: 10.1061/(ASCE)MT.1943-5533.0000857
    Publisher: American Society of Civil Engineers
    Abstract: This study was conducted to model the primary and the secondary regions of creep curves, derived from dynamic creep tests, for dense graded polymer modified asphalt mixtures under different moisture conditions. For this purpose, 96 Marshall specimens containing siliceous crushed stone aggregate with
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      Modeling the Primary and Secondary Regions of Creep Curves for SBS-Modified Asphalt Mixtures under Dry and Wet Conditions

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/67256
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    contributor authorArash Saleh Ahari
    contributor authorSeyed Arash Forough
    contributor authorAli Khodaii
    contributor authorFereidoon Moghadas Nejad
    date accessioned2017-05-08T21:56:53Z
    date available2017-05-08T21:56:53Z
    date copyrightMay 2014
    date issued2014
    identifier other%28asce%29mt%2E1943-5533%2E0000896.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67256
    description abstractThis study was conducted to model the primary and the secondary regions of creep curves, derived from dynamic creep tests, for dense graded polymer modified asphalt mixtures under different moisture conditions. For this purpose, 96 Marshall specimens containing siliceous crushed stone aggregate with
    publisherAmerican Society of Civil Engineers
    titleModeling the Primary and Secondary Regions of Creep Curves for SBS-Modified Asphalt Mixtures under Dry and Wet Conditions
    typeJournal Paper
    journal volume26
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000857
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 005
    contenttypeFulltext
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