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    New Conceptual Model for Filler Stiffening Effect on Asphalt Mastic of Microsurfacing

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
    Author:
    Masoud Robati
    ,
    Alan Carter
    ,
    Daniel Perraton
    DOI: 10.1061/(ASCE)MT.1943-5533.0001264
    Publisher: American Society of Civil Engineers
    Abstract: This research focused on the stiffening effect of the filler on the asphalt mastic of microsurfacing. One challenge that researchers are faced with in the field of bituminous materials is the interaction between the filler and binder. In this study, a new conceptual model for filler stiffening of the mastic was developed that allows the asphalt mix designer to establish the minimum and maximum filler concentration to incorporate in the asphalt mixture. The proposed model has only one parameter that can be determined using the filler and asphalt emulsion selective properties, such as D10 and pH of the filler and the asphaltene content of the emulsion. A new mechanism for the stiffening effect of filler on mastic was developed based on the physicochemical interaction between filler and bitumen. Based on the model, the increase in mastic stiffness (
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      New Conceptual Model for Filler Stiffening Effect on Asphalt Mastic of Microsurfacing

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    contributor authorMasoud Robati
    contributor authorAlan Carter
    contributor authorDaniel Perraton
    date accessioned2017-05-08T22:33:24Z
    date available2017-05-08T22:33:24Z
    date copyrightNovember 2015
    date issued2015
    identifier other49570483.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82543
    description abstractThis research focused on the stiffening effect of the filler on the asphalt mastic of microsurfacing. One challenge that researchers are faced with in the field of bituminous materials is the interaction between the filler and binder. In this study, a new conceptual model for filler stiffening of the mastic was developed that allows the asphalt mix designer to establish the minimum and maximum filler concentration to incorporate in the asphalt mixture. The proposed model has only one parameter that can be determined using the filler and asphalt emulsion selective properties, such as D10 and pH of the filler and the asphaltene content of the emulsion. A new mechanism for the stiffening effect of filler on mastic was developed based on the physicochemical interaction between filler and bitumen. Based on the model, the increase in mastic stiffness (
    publisherAmerican Society of Civil Engineers
    titleNew Conceptual Model for Filler Stiffening Effect on Asphalt Mastic of Microsurfacing
    typeJournal Paper
    journal volume27
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001264
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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