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    Materials and Temperature Effects on the Resilient Response of Asphalt-Treated Alaskan Base Course Materials

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 002
    Author:
    Peng Li
    ,
    Juanyu Liu
    ,
    Stephan Saboundjian
    DOI: 10.1061/(ASCE)MT.1943-5533.0000150
    Publisher: American Society of Civil Engineers
    Abstract: Asphalt-treated bases (ATBs) are the most commonly used type of stabilized layer in Alaska because of locally available asphalt resources and its relatively lower cost. As an essential material input parameter for pavement design, resilient modulus
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      Materials and Temperature Effects on the Resilient Response of Asphalt-Treated Alaskan Base Course Materials

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    http://yetl.yabesh.ir/yetl1/handle/yetl/66496
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    contributor authorPeng Li
    contributor authorJuanyu Liu
    contributor authorStephan Saboundjian
    date accessioned2017-05-08T21:55:15Z
    date available2017-05-08T21:55:15Z
    date copyrightFebruary 2011
    date issued2011
    identifier other%28asce%29mt%2E1943-5533%2E0000183.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66496
    description abstractAsphalt-treated bases (ATBs) are the most commonly used type of stabilized layer in Alaska because of locally available asphalt resources and its relatively lower cost. As an essential material input parameter for pavement design, resilient modulus
    publisherAmerican Society of Civil Engineers
    titleMaterials and Temperature Effects on the Resilient Response of Asphalt-Treated Alaskan Base Course Materials
    typeJournal Paper
    journal volume23
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000150
    treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 002
    contenttypeFulltext
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