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    Asphalt Mixes Deformation Sensitivity to Change in Rheological Parameters

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 001
    Author:
    Antoni Szydlo
    ,
    Piotr Mackiewicz
    DOI: 10.1061/(ASCE)0899-1561(2005)17:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: An algorithm for determining the rheological parameters of asphalt mixes in the creep test in the Nottingham Asphalt Tester (NAT) is presented. It was found that the smallest errors in identification of the rheological parameters are made for the third cycle of loading. The determined rheological parameters were verified by testing the mixes in the French Pavement Rutting Tester (FPRT), for which a rutting test model based on the finite-element method (FEM) was developed. Also the deformability of the asphalt mixes tested in the FPRT is analyzed. It is found that the viscosity coefficient
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      Asphalt Mixes Deformation Sensitivity to Change in Rheological Parameters

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45995
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    • Journal of Materials in Civil Engineering

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    contributor authorAntoni Szydlo
    contributor authorPiotr Mackiewicz
    date accessioned2017-05-08T21:17:46Z
    date available2017-05-08T21:17:46Z
    date copyrightFebruary 2005
    date issued2005
    identifier other%28asce%290899-1561%282005%2917%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45995
    description abstractAn algorithm for determining the rheological parameters of asphalt mixes in the creep test in the Nottingham Asphalt Tester (NAT) is presented. It was found that the smallest errors in identification of the rheological parameters are made for the third cycle of loading. The determined rheological parameters were verified by testing the mixes in the French Pavement Rutting Tester (FPRT), for which a rutting test model based on the finite-element method (FEM) was developed. Also the deformability of the asphalt mixes tested in the FPRT is analyzed. It is found that the viscosity coefficient
    publisherAmerican Society of Civil Engineers
    titleAsphalt Mixes Deformation Sensitivity to Change in Rheological Parameters
    typeJournal Paper
    journal volume17
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2005)17:1(1)
    treeJournal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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