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    DEM Simulation of Laboratory Compaction of Asphalt Mixtures Using an Open Source Code

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 003
    Author:
    Jingsong Chen
    ,
    Baoshan Huang
    ,
    Xiang Shu
    ,
    Chichun Hu
    DOI: 10.1061/(ASCE)MT.1943-5533.0001069
    Publisher: American Society of Civil Engineers
    Abstract: Asphalt mixture compaction is an important procedure of asphalt pavement construction and can significantly affect the performance of pavement. In recent years, the finite element method (FEM) has been utilized by researchers to study asphalt mixture compaction. However, FEM is a continuum approach and unable to take into account the slippage and interlock of aggregates during the compaction process. With its inherent advantages, the discrete element method (DEM) is a more suitable tool than FEM to simulate asphalt mixture compaction. In this study, an open source DEM code was applied to simulate three types of hot-mix asphalt (HMA) compaction for the first time: superpave gyratory compaction, vibration compaction, and kneading compaction. A viscoelastic contact law was used for the simulation and the parameters were obtained through nonlinear regression analysis of dynamic modulus test results. The DEM simulation results show good agreement with lab compaction test results, which indicates that DEM is a reasonable tool to simulate asphalt mixture compaction and has tremendous potential to help guide asphalt mixture compaction.
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      DEM Simulation of Laboratory Compaction of Asphalt Mixtures Using an Open Source Code

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/76089
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    • Journal of Materials in Civil Engineering

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    contributor authorJingsong Chen
    contributor authorBaoshan Huang
    contributor authorXiang Shu
    contributor authorChichun Hu
    date accessioned2017-05-08T22:16:56Z
    date available2017-05-08T22:16:56Z
    date copyrightMarch 2015
    date issued2015
    identifier other40075947.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76089
    description abstractAsphalt mixture compaction is an important procedure of asphalt pavement construction and can significantly affect the performance of pavement. In recent years, the finite element method (FEM) has been utilized by researchers to study asphalt mixture compaction. However, FEM is a continuum approach and unable to take into account the slippage and interlock of aggregates during the compaction process. With its inherent advantages, the discrete element method (DEM) is a more suitable tool than FEM to simulate asphalt mixture compaction. In this study, an open source DEM code was applied to simulate three types of hot-mix asphalt (HMA) compaction for the first time: superpave gyratory compaction, vibration compaction, and kneading compaction. A viscoelastic contact law was used for the simulation and the parameters were obtained through nonlinear regression analysis of dynamic modulus test results. The DEM simulation results show good agreement with lab compaction test results, which indicates that DEM is a reasonable tool to simulate asphalt mixture compaction and has tremendous potential to help guide asphalt mixture compaction.
    publisherAmerican Society of Civil Engineers
    titleDEM Simulation of Laboratory Compaction of Asphalt Mixtures Using an Open Source Code
    typeJournal Paper
    journal volume27
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001069
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian