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    Three-Dimensional Discrete-Element Modeling of Aggregate Homogeneity Influence on Indirect Tensile Strength of Asphalt Mixtures

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 011
    Author:
    Yong Peng
    ,
    John T. Harvey
    ,
    Li-jun Sun
    DOI: 10.1061/(ASCE)MT.1943-5533.0002034
    Publisher: American Society of Civil Engineers
    Abstract: This study aims to investigate the influence of aggregate homogeneity on the indirect tensile (IDT) strength of asphalt mixtures using imaging and discrete-element method. An aggregate homogeneity index, which was used to assess the aggregate homogeneity in asphalt mixtures, was briefly described, and the aggregate homogeneities of different asphalt specimens were assessed by the index. A micromechanical model for predicting the IDT strength was established by a discrete-element program called Particle Flow Code in Three Dimensions. On the basis of this model and by loading asphalt specimens along different directions, the influence of aggregate homogeneity on the IDT strength at low temperatures was simulated; the simulation results were verified by an actual IDT test. Results show that the IDT strength exhibits anisotropy. There is no obvious correlation between the aggregate homogeneity and the IDT strength. However, there is an obvious correlation between the aggregate homogeneity and the variation in the IDT strength.
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      Three-Dimensional Discrete-Element Modeling of Aggregate Homogeneity Influence on Indirect Tensile Strength of Asphalt Mixtures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4237625
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    contributor authorYong Peng
    contributor authorJohn T. Harvey
    contributor authorLi-jun Sun
    date accessioned2017-12-16T09:01:53Z
    date available2017-12-16T09:01:53Z
    date issued2017
    identifier other%28ASCE%29MT.1943-5533.0002034.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237625
    description abstractThis study aims to investigate the influence of aggregate homogeneity on the indirect tensile (IDT) strength of asphalt mixtures using imaging and discrete-element method. An aggregate homogeneity index, which was used to assess the aggregate homogeneity in asphalt mixtures, was briefly described, and the aggregate homogeneities of different asphalt specimens were assessed by the index. A micromechanical model for predicting the IDT strength was established by a discrete-element program called Particle Flow Code in Three Dimensions. On the basis of this model and by loading asphalt specimens along different directions, the influence of aggregate homogeneity on the IDT strength at low temperatures was simulated; the simulation results were verified by an actual IDT test. Results show that the IDT strength exhibits anisotropy. There is no obvious correlation between the aggregate homogeneity and the IDT strength. However, there is an obvious correlation between the aggregate homogeneity and the variation in the IDT strength.
    publisherAmerican Society of Civil Engineers
    titleThree-Dimensional Discrete-Element Modeling of Aggregate Homogeneity Influence on Indirect Tensile Strength of Asphalt Mixtures
    typeJournal Paper
    journal volume29
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002034
    treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 011
    contenttypeFulltext
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