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    Performance Evaluation of Asphalt Binder Modified with Shear Thickening Fluid

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 007::page 04023187-1
    Author:
    Tanveer Hassan
    ,
    Naveed Ahmad
    ,
    Diyar Khan
    ,
    Mohd Rosli Mohd Hasan
    ,
    Akhlaq Aman
    ,
    Umar Farooq
    DOI: 10.1061/JMCEE7.MTENG-15322
    Publisher: American Society of Civil Engineers
    Abstract: This paper aims at using a dilatant or shear thickening fluid (STF) [a non-Newtonian fluid consisting of particles of nano-silica suspended in a liquid medium, i.e., ethylene glycol (EG), which acts as a carrier fluid; proportion 40:60] as additive or modifier of bitumen in order to enhance its viscoelastic properties. A commonly-used performance grading (PG) system, storage stability test, and different conventional and rheological tests were carried out to optimize the dosage of the STF into the bitumen (investigating the influence of 2%, 4%, and 6% of STF on the bitumen) and to define the related properties. The results show that using 4% STF by weight of the binder (an asphalt binder with an 80/100 penetration grade) improves high-temperature viscoelastic properties and bitumen performance grading.
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      Performance Evaluation of Asphalt Binder Modified with Shear Thickening Fluid

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293041
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    contributor authorTanveer Hassan
    contributor authorNaveed Ahmad
    contributor authorDiyar Khan
    contributor authorMohd Rosli Mohd Hasan
    contributor authorAkhlaq Aman
    contributor authorUmar Farooq
    date accessioned2023-08-16T19:16:58Z
    date available2023-08-16T19:16:58Z
    date issued2023/07/01
    identifier otherJMCEE7.MTENG-15322.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293041
    description abstractThis paper aims at using a dilatant or shear thickening fluid (STF) [a non-Newtonian fluid consisting of particles of nano-silica suspended in a liquid medium, i.e., ethylene glycol (EG), which acts as a carrier fluid; proportion 40:60] as additive or modifier of bitumen in order to enhance its viscoelastic properties. A commonly-used performance grading (PG) system, storage stability test, and different conventional and rheological tests were carried out to optimize the dosage of the STF into the bitumen (investigating the influence of 2%, 4%, and 6% of STF on the bitumen) and to define the related properties. The results show that using 4% STF by weight of the binder (an asphalt binder with an 80/100 penetration grade) improves high-temperature viscoelastic properties and bitumen performance grading.
    publisherAmerican Society of Civil Engineers
    titlePerformance Evaluation of Asphalt Binder Modified with Shear Thickening Fluid
    typeJournal Article
    journal volume35
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-15322
    journal fristpage04023187-1
    journal lastpage04023187-10
    page10
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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