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    Asphalt Binder Linear Amplitude Sweep Test: Contribution Related to the α-Value Estimation

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002::page 04020459
    Author:
    João Paulo Costa Meneses
    ,
    Kamilla Vasconcelos
    ,
    Linda Lee Ho
    ,
    André Kazuo Kuchiishi
    ,
    Liedi L. B. Bernucci
    DOI: 10.1061/(ASCE)MT.1943-5533.0003569
    Publisher: ASCE
    Abstract: This paper calls attention to important issues that have not been considered regarding linear amplitude sweep (LAS) test in previous publications: Is the relationship between the storage modulus logarithm [logG′(ω)] and frequency logarithm [log(ω)] linear in the whole range of experimental frequencies? If not, what is the influence on the fatigue life of asphalt binders calculated using the AASHTO protocol? In which range of frequencies is the relation between the storage modulus logarithm [logG′(ω)] and frequency logarithm [log(ω)] linear in the whole range of experimental frequencies? Does fatigue life follow a normal distribution? Several tests were conducted using three different types of asphalt binder [neat, crumb rubber–modified (CRM), and styrene–butadiene–styrene (SBS)–modified asphalt]. Residual analysis showed a lack of fit, indicating the inadequacy of the linear model in the whole range of experimental frequencies. This inadequacy may suggest that the protocol produces an overestimation of the binder fatigue life. In addition, a sequential search reveals that the relationship between logG′(ω) and log(ω) is linear in a limited subset of frequencies. The empirical distribution of the fatigue life is built by an extensive Monte Carlo simulation.
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      Asphalt Binder Linear Amplitude Sweep Test: Contribution Related to the α-Value Estimation

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    contributor authorJoão Paulo Costa Meneses
    contributor authorKamilla Vasconcelos
    contributor authorLinda Lee Ho
    contributor authorAndré Kazuo Kuchiishi
    contributor authorLiedi L. B. Bernucci
    date accessioned2022-01-30T22:42:51Z
    date available2022-01-30T22:42:51Z
    date issued2/1/2021
    identifier other(ASCE)MT.1943-5533.0003569.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269463
    description abstractThis paper calls attention to important issues that have not been considered regarding linear amplitude sweep (LAS) test in previous publications: Is the relationship between the storage modulus logarithm [logG′(ω)] and frequency logarithm [log(ω)] linear in the whole range of experimental frequencies? If not, what is the influence on the fatigue life of asphalt binders calculated using the AASHTO protocol? In which range of frequencies is the relation between the storage modulus logarithm [logG′(ω)] and frequency logarithm [log(ω)] linear in the whole range of experimental frequencies? Does fatigue life follow a normal distribution? Several tests were conducted using three different types of asphalt binder [neat, crumb rubber–modified (CRM), and styrene–butadiene–styrene (SBS)–modified asphalt]. Residual analysis showed a lack of fit, indicating the inadequacy of the linear model in the whole range of experimental frequencies. This inadequacy may suggest that the protocol produces an overestimation of the binder fatigue life. In addition, a sequential search reveals that the relationship between logG′(ω) and log(ω) is linear in a limited subset of frequencies. The empirical distribution of the fatigue life is built by an extensive Monte Carlo simulation.
    publisherASCE
    titleAsphalt Binder Linear Amplitude Sweep Test: Contribution Related to the α-Value Estimation
    typeJournal Paper
    journal volume33
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003569
    journal fristpage04020459
    journal lastpage04020459-9
    page9
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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