YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Laboratory Evaluation of Microsurfacing Bond Strength

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 002::page 04021444
    Author:
    Sk. Abu Talha
    ,
    Ahmad Al-Hosainat
    ,
    Munir D. Nazzal
    ,
    Sang Soo Kim
    ,
    Ala Abbas
    ,
    Louay N. Mohammad
    ,
    Saif Nassar
    DOI: 10.1061/(ASCE)MT.1943-5533.0004082
    Publisher: ASCE
    Abstract: This paper summarizes the results of a study that was conducted to evaluate the influence of different factors on the bond strength between a microsurfacing layer and an existing pavement structure. The considered factors included the tack coat residual application rate and the dilution rate, as well as the residual binder content of microsurfacing mix. To this end, five tack coat residual application rates, two dilution rates, and three different residual binder contents of the microsurfacing mix were evaluated. A new method for preparing and testing samples was developed to measure the microsurfacing mix bond strength using pull-off and torque tests. The results of this study indicated that the microsurfacing samples with tack coat had significantly higher interlayer bond strength values than those without tack coat. The use of a high dilution rate resulted in an excess amount of water, which significantly reduced the interlayer bond strength. The results also indicated that the amount of residual binder content in the microsurfacing mix significantly affected their bond strength with the existing pavement. Thus, the results of this paper indicate that the bonding between the microsurfacing layer and the existing pavement layer is a function of the properties of the microsurfacing mix and the applied tack coat material.
    • Download: (802.8Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Laboratory Evaluation of Microsurfacing Bond Strength

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4281953
    Collections
    • Journal of Materials in Civil Engineering

    Show full item record

    contributor authorSk. Abu Talha
    contributor authorAhmad Al-Hosainat
    contributor authorMunir D. Nazzal
    contributor authorSang Soo Kim
    contributor authorAla Abbas
    contributor authorLouay N. Mohammad
    contributor authorSaif Nassar
    date accessioned2022-05-07T20:04:17Z
    date available2022-05-07T20:04:17Z
    date issued2021-11-25
    identifier other(ASCE)MT.1943-5533.0004082.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4281953
    description abstractThis paper summarizes the results of a study that was conducted to evaluate the influence of different factors on the bond strength between a microsurfacing layer and an existing pavement structure. The considered factors included the tack coat residual application rate and the dilution rate, as well as the residual binder content of microsurfacing mix. To this end, five tack coat residual application rates, two dilution rates, and three different residual binder contents of the microsurfacing mix were evaluated. A new method for preparing and testing samples was developed to measure the microsurfacing mix bond strength using pull-off and torque tests. The results of this study indicated that the microsurfacing samples with tack coat had significantly higher interlayer bond strength values than those without tack coat. The use of a high dilution rate resulted in an excess amount of water, which significantly reduced the interlayer bond strength. The results also indicated that the amount of residual binder content in the microsurfacing mix significantly affected their bond strength with the existing pavement. Thus, the results of this paper indicate that the bonding between the microsurfacing layer and the existing pavement layer is a function of the properties of the microsurfacing mix and the applied tack coat material.
    publisherASCE
    titleLaboratory Evaluation of Microsurfacing Bond Strength
    typeJournal Paper
    journal volume34
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004082
    journal fristpage04021444
    journal lastpage04021444-7
    page7
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 002
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian