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    Representation of Flow Number Results of Hot-Mix Asphalt Using Genetic-Based Model

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002::page 04020442
    Author:
    Alireza Azarhoosh
    ,
    Mehdi Koohmishi
    DOI: 10.1061/(ASCE)MT.1943-5533.0003541
    Publisher: ASCE
    Abstract: Rutting, one of the main failures in flexible pavements, is the result of permanent deformation aggregation in pavement layers under traffic loading. Rutting decreases the life of the pavement, and, by influencing control properties of vehicles, creates serious dangers for road users. Therefore, it is very important to predict the rutting potential of different types of asphalt mixtures (before construction and operation) based on the characteristics of the mixture ingredients (bitumen and aggregate), environmental conditions, and traffic loads. This study used genetic programming to represent flow number results of different asphalt mixtures. The models presented predict the flow number (as an index of rutting potential) based on parameters such as the index of aggregate particle shape and texture (particle index), bitumen rutting parameter (G*/sinδ), and the stress level. Experimental data were collected from studies conducted on materials (gradation, dynamic shear rheometer, and particle index) and dynamic creep tests of asphalt samples at different levels of stress and temperature. The genetic programming models were compared with a multiple linear regression model. The results demonstrated that the genetic programming model predicted the flow number of asphalt mixtures with better accuracy rather than the regression model. The results of statistical studies revealed that three parameters, particle index, rutting potential, and stress level, influence the flow number, and the stress level is the most significant parameter.
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      Representation of Flow Number Results of Hot-Mix Asphalt Using Genetic-Based Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4269443
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    contributor authorAlireza Azarhoosh
    contributor authorMehdi Koohmishi
    date accessioned2022-01-30T22:42:11Z
    date available2022-01-30T22:42:11Z
    date issued2/1/2021
    identifier other(ASCE)MT.1943-5533.0003541.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269443
    description abstractRutting, one of the main failures in flexible pavements, is the result of permanent deformation aggregation in pavement layers under traffic loading. Rutting decreases the life of the pavement, and, by influencing control properties of vehicles, creates serious dangers for road users. Therefore, it is very important to predict the rutting potential of different types of asphalt mixtures (before construction and operation) based on the characteristics of the mixture ingredients (bitumen and aggregate), environmental conditions, and traffic loads. This study used genetic programming to represent flow number results of different asphalt mixtures. The models presented predict the flow number (as an index of rutting potential) based on parameters such as the index of aggregate particle shape and texture (particle index), bitumen rutting parameter (G*/sinδ), and the stress level. Experimental data were collected from studies conducted on materials (gradation, dynamic shear rheometer, and particle index) and dynamic creep tests of asphalt samples at different levels of stress and temperature. The genetic programming models were compared with a multiple linear regression model. The results demonstrated that the genetic programming model predicted the flow number of asphalt mixtures with better accuracy rather than the regression model. The results of statistical studies revealed that three parameters, particle index, rutting potential, and stress level, influence the flow number, and the stress level is the most significant parameter.
    publisherASCE
    titleRepresentation of Flow Number Results of Hot-Mix Asphalt Using Genetic-Based Model
    typeJournal Paper
    journal volume33
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003541
    journal fristpage04020442
    journal lastpage04020442-14
    page14
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002
    contenttypeFulltext
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