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    Rate-Type Model for Bituminous Mixtures and Its Application to Sand Asphalt

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 006
    Author:
    J. Murali Krishnan
    ,
    K. R. Rajagopal
    ,
    D. N. Little
    DOI: 10.1061/(ASCE)0733-9399(2006)132:6(632)
    Publisher: American Society of Civil Engineers
    Abstract: A variety of hot mix asphalt mixtures are used in highway and runway pavement construction. Each mixture caters to specific needs. Mixtures differ from one another in the type and percentage of aggregates and asphalt used, and their response can be markedly different, and thus there is a need to develop constitutive models that can differentiate between the different kinds of mixtures. In this paper, we outline a general procedure for the constitutive modeling of bituminous mixtures. We illustrate the efficacy of this approach by means of an application to sand asphalt. The governing equations for this special problem reduce to a stiff nonlinear ordinary differential equation and this is solved numerically using Gear’s method. We compare the results of the predictions of the model that we have developed with the compressive creep experiments carried out by Wood and Goetz on a typical sand asphalt mixture and find them to be in good agreement.
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      Rate-Type Model for Bituminous Mixtures and Its Application to Sand Asphalt

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86261
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    contributor authorJ. Murali Krishnan
    contributor authorK. R. Rajagopal
    contributor authorD. N. Little
    date accessioned2017-05-08T22:40:55Z
    date available2017-05-08T22:40:55Z
    date copyrightJune 2006
    date issued2006
    identifier other%28asce%290733-9399%282006%29132%3A6%28632%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86261
    description abstractA variety of hot mix asphalt mixtures are used in highway and runway pavement construction. Each mixture caters to specific needs. Mixtures differ from one another in the type and percentage of aggregates and asphalt used, and their response can be markedly different, and thus there is a need to develop constitutive models that can differentiate between the different kinds of mixtures. In this paper, we outline a general procedure for the constitutive modeling of bituminous mixtures. We illustrate the efficacy of this approach by means of an application to sand asphalt. The governing equations for this special problem reduce to a stiff nonlinear ordinary differential equation and this is solved numerically using Gear’s method. We compare the results of the predictions of the model that we have developed with the compressive creep experiments carried out by Wood and Goetz on a typical sand asphalt mixture and find them to be in good agreement.
    publisherAmerican Society of Civil Engineers
    titleRate-Type Model for Bituminous Mixtures and Its Application to Sand Asphalt
    typeJournal Paper
    journal volume132
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2006)132:6(632)
    treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 006
    contenttypeFulltext
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