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    Determination of the Optimum Conditions for Gilsonite and Glass Fiber in HMA under Mixed Mode I/III Loading in Fracture Tests

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 007
    Author:
    Khanghahi Siyab Houshmandi;Tortum Ahmet
    DOI: 10.1061/(ASCE)MT.1943-5533.0002278
    Publisher: American Society of Civil Engineers
    Abstract: This study used the Taguchi method to determine optimum conditions for Gilsonite and glass fibers as modifier materials in hot mix asphalt (HMA) by conducting the mixed Mode I/III fracture test. These modifier materials were used under different experimental parameters. The parameters and their levels were angle of fracture (α=3° and 45°), nominal maximum aggregate size (9.5, 12.5, and 19 mm), air void content (4, 7, and 1%), Gilsonite content (6, 12, and 18%, as percentage of binder weight), glass fiber content (.1, .2, and .3%, as percentage of aggregate weight), glass fiber length (3, 8, and 12 mm), and experimental temperature (Θ=, −15, and −3°C). The optimum conditions for experimental parameters were fracture angle (α=45°), air void content (4%), nominal maximum aggregate size (9.5 mm), Gilsonite content (6%), glass fiber weight (.3%), glass fiber length (12 mm), and experimental temperature (Θ=−15°C).
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      Determination of the Optimum Conditions for Gilsonite and Glass Fiber in HMA under Mixed Mode I/III Loading in Fracture Tests

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4249221
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    contributor authorKhanghahi Siyab Houshmandi;Tortum Ahmet
    date accessioned2019-02-26T07:46:03Z
    date available2019-02-26T07:46:03Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002278.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249221
    description abstractThis study used the Taguchi method to determine optimum conditions for Gilsonite and glass fibers as modifier materials in hot mix asphalt (HMA) by conducting the mixed Mode I/III fracture test. These modifier materials were used under different experimental parameters. The parameters and their levels were angle of fracture (α=3° and 45°), nominal maximum aggregate size (9.5, 12.5, and 19 mm), air void content (4, 7, and 1%), Gilsonite content (6, 12, and 18%, as percentage of binder weight), glass fiber content (.1, .2, and .3%, as percentage of aggregate weight), glass fiber length (3, 8, and 12 mm), and experimental temperature (Θ=, −15, and −3°C). The optimum conditions for experimental parameters were fracture angle (α=45°), air void content (4%), nominal maximum aggregate size (9.5 mm), Gilsonite content (6%), glass fiber weight (.3%), glass fiber length (12 mm), and experimental temperature (Θ=−15°C).
    publisherAmerican Society of Civil Engineers
    titleDetermination of the Optimum Conditions for Gilsonite and Glass Fiber in HMA under Mixed Mode I/III Loading in Fracture Tests
    typeJournal Paper
    journal volume30
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002278
    page4018130
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 007
    contenttypeFulltext
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