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

    Design Methodology for Partial Volumes of Internal Curing Water Based on the Reduction of Autogenous Shrinkage

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 007
    Author:
    Montanari Luca;Amirkhanian Armen N.;Suraneni Prannoy;Weiss Jason
    DOI: 10.1061/(ASCE)MT.1943-5533.0002331
    Publisher: American Society of Civil Engineers
    Abstract: Historically, the use of internal curing began with a low water-to-cement ratio (w/c) and high-strength concrete. More recently, the benefits of reduced autogenous shrinkage and improved hydration have been recognized over a wider range of mixtures. In North America, the internally cured mixtures are typically made using prewetted fine lightweight aggregates (FLWA). The volume of FLWA used in an internally cured concrete is usually determined on the principle that the FLWA provides a volume of internal curing water that is equivalent to the volume of chemical shrinkage. This study examines whether it is possible to reduce the volume of the FLWA while still achieving the benefits of internal curing with respect to the reduced autogenous shrinkage and increased relative humidity. An alternative mixture methodology is presented that utilizes the pore-size distribution of the cementitious paste to calculate the amount of internal curing water needed to maintain a specific relative humidity (that is, to provide water sufficient to keep pores of a certain size filled) in the mixture. The proposed approach can be used to calculate the volume of water required to fill the pores of a specific size that empty, so that the effects of self-desiccation are minimized to an acceptable level. This approach maintains a high relative humidity to reduce the autogenous shrinkage and increase the early-age hydration. Although many applications such as bridge decks are still designed with the more conventional design approach, it is hypothesized that this assumption generally overestimates the amount of water needed to effectively reduce the autogenous shrinkage of a concrete mixture. Other applications where larger volumes of materials are involved, such as pavements, may benefit from a design approach that optimizes the volumes of FLWA, due to the reduction in the raw materials required, which has benefits from the perspectives of both the cost and the staging.
    • Download: (879.0Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Design Methodology for Partial Volumes of Internal Curing Water Based on the Reduction of Autogenous Shrinkage

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4249247
    Collections
    • Journal of Materials in Civil Engineering

    Show full item record

    contributor authorMontanari Luca;Amirkhanian Armen N.;Suraneni Prannoy;Weiss Jason
    date accessioned2019-02-26T07:46:14Z
    date available2019-02-26T07:46:14Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002331.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249247
    description abstractHistorically, the use of internal curing began with a low water-to-cement ratio (w/c) and high-strength concrete. More recently, the benefits of reduced autogenous shrinkage and improved hydration have been recognized over a wider range of mixtures. In North America, the internally cured mixtures are typically made using prewetted fine lightweight aggregates (FLWA). The volume of FLWA used in an internally cured concrete is usually determined on the principle that the FLWA provides a volume of internal curing water that is equivalent to the volume of chemical shrinkage. This study examines whether it is possible to reduce the volume of the FLWA while still achieving the benefits of internal curing with respect to the reduced autogenous shrinkage and increased relative humidity. An alternative mixture methodology is presented that utilizes the pore-size distribution of the cementitious paste to calculate the amount of internal curing water needed to maintain a specific relative humidity (that is, to provide water sufficient to keep pores of a certain size filled) in the mixture. The proposed approach can be used to calculate the volume of water required to fill the pores of a specific size that empty, so that the effects of self-desiccation are minimized to an acceptable level. This approach maintains a high relative humidity to reduce the autogenous shrinkage and increase the early-age hydration. Although many applications such as bridge decks are still designed with the more conventional design approach, it is hypothesized that this assumption generally overestimates the amount of water needed to effectively reduce the autogenous shrinkage of a concrete mixture. Other applications where larger volumes of materials are involved, such as pavements, may benefit from a design approach that optimizes the volumes of FLWA, due to the reduction in the raw materials required, which has benefits from the perspectives of both the cost and the staging.
    publisherAmerican Society of Civil Engineers
    titleDesign Methodology for Partial Volumes of Internal Curing Water Based on the Reduction of Autogenous Shrinkage
    typeJournal Paper
    journal volume30
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002331
    page4018137
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 007
    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