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    Evaluation Method for Compressive Properties of Segregated Asphalt Mixtures Based on Digimat and FEM Models

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 002::page 04024508-1
    Author:
    Ke Zhang
    ,
    Baocheng Yang
    ,
    Wei Xie
    ,
    Wei Zhang
    ,
    Qing Ye
    DOI: 10.1061/JMCEE7.MTENG-18279
    Publisher: American Society of Civil Engineers
    Abstract: To study the mechanical properties of segregated asphalt mixtures, a novel method was developed to generate three-dimensional finite element models for segregated asphalt mixtures. The virtual uniaxial compression tests under different loading rates and test temperatures were carried out to analyze the effects of aggregate segregation on the strain distribution of asphalt mixtures. Meanwhile, the uniaxial compression tests of segregated asphalt mixtures under the same test condition were carried out in the laboratory. The results show that with the increase of aggregate segregation degree, the strain value as well as the uniformity of strain distribution for AC-13 asphalt mixture decreases, and the strain value of asphalt mortar is much larger than that of aggregate particles. The strain distribution of the asphalt mixture is related to the internal structure of the asphalt mixture, and the loading rates mainly affect the magnitude of the strain value. However, the variation of test temperature not only affects the strain distribution characteristics of the asphalt mixture but also affects the magnitude of strain value. Compared with coarse aggregate segregation of high level, the influence of loading rate and test temperature on the internal strain of nonsegregated AC-13 asphalt mixture is more significant. In terms of the laboratory result, the compressive strength of dense-graded asphalt mixture first increases and then weakens with the increase in the segregation degree of coarse aggregate, while that of open-graded asphalt mixtures enhances after the segregation of fine aggregate. Furthermore, the numerical simulation based on finite element method (FEM) effectually simulates the mechanical properties of segregated asphalt mixtures, which error is less than 6.6% when compared with the results of laboratory tests. The research results can provide some references to analyze the influence of aggregate segregation on the mechanical properties of asphalt mixture without laboratory tests.
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      Evaluation Method for Compressive Properties of Segregated Asphalt Mixtures Based on Digimat and FEM Models

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4304516
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    • Journal of Materials in Civil Engineering

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    contributor authorKe Zhang
    contributor authorBaocheng Yang
    contributor authorWei Xie
    contributor authorWei Zhang
    contributor authorQing Ye
    date accessioned2025-04-20T10:20:35Z
    date available2025-04-20T10:20:35Z
    date copyright11/28/2024 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-18279.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304516
    description abstractTo study the mechanical properties of segregated asphalt mixtures, a novel method was developed to generate three-dimensional finite element models for segregated asphalt mixtures. The virtual uniaxial compression tests under different loading rates and test temperatures were carried out to analyze the effects of aggregate segregation on the strain distribution of asphalt mixtures. Meanwhile, the uniaxial compression tests of segregated asphalt mixtures under the same test condition were carried out in the laboratory. The results show that with the increase of aggregate segregation degree, the strain value as well as the uniformity of strain distribution for AC-13 asphalt mixture decreases, and the strain value of asphalt mortar is much larger than that of aggregate particles. The strain distribution of the asphalt mixture is related to the internal structure of the asphalt mixture, and the loading rates mainly affect the magnitude of the strain value. However, the variation of test temperature not only affects the strain distribution characteristics of the asphalt mixture but also affects the magnitude of strain value. Compared with coarse aggregate segregation of high level, the influence of loading rate and test temperature on the internal strain of nonsegregated AC-13 asphalt mixture is more significant. In terms of the laboratory result, the compressive strength of dense-graded asphalt mixture first increases and then weakens with the increase in the segregation degree of coarse aggregate, while that of open-graded asphalt mixtures enhances after the segregation of fine aggregate. Furthermore, the numerical simulation based on finite element method (FEM) effectually simulates the mechanical properties of segregated asphalt mixtures, which error is less than 6.6% when compared with the results of laboratory tests. The research results can provide some references to analyze the influence of aggregate segregation on the mechanical properties of asphalt mixture without laboratory tests.
    publisherAmerican Society of Civil Engineers
    titleEvaluation Method for Compressive Properties of Segregated Asphalt Mixtures Based on Digimat and FEM Models
    typeJournal Article
    journal volume37
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18279
    journal fristpage04024508-1
    journal lastpage04024508-15
    page15
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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