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

    Properties of Self-Consolidating Concrete Made with High Volumes of Supplementary Cementitious Materials

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 011
    Author:
    Hassan El-Chabib
    ,
    Adnan Syed
    DOI: 10.1061/(ASCE)MT.1943-5533.0000733
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an extensive experimental study to develop a high-performance self-consolidating concrete containing high volumes of supplementary cementitious materials. A total of 20 concrete mixtures were developed and tested. Mixtures were designed to have up to 70% of portland cement replaced by cementitious materials such as class C and class F fly ash, slag, and silica fume. The properties of fresh concrete mixtures such as flowability, deformability, filling capacity, air content, and resistance to segregation were evaluated. Other properties such as permeability, unrestrained shrinkage, tensile strength, and compressive strength at various ages were also investigated. A critical analysis of the results obtained shows that a high-performance self-consolidating concrete can be developed using binary, ternary, or quaternary binders with up to 70% of cement replaced by fly ash, slag, and/or silica fume. Properties of such concrete mixtures are similar and sometimes superior to those of the control mixture made with 100% portland cement.
    • Download: (2.698Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Properties of Self-Consolidating Concrete Made with High Volumes of Supplementary Cementitious Materials

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/67130
    Collections
    • Journal of Materials in Civil Engineering

    Show full item record

    contributor authorHassan El-Chabib
    contributor authorAdnan Syed
    date accessioned2017-05-08T21:56:20Z
    date available2017-05-08T21:56:20Z
    date copyrightNovember 2013
    date issued2013
    identifier other%28asce%29mt%2E1943-5533%2E0000768.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67130
    description abstractThis paper presents an extensive experimental study to develop a high-performance self-consolidating concrete containing high volumes of supplementary cementitious materials. A total of 20 concrete mixtures were developed and tested. Mixtures were designed to have up to 70% of portland cement replaced by cementitious materials such as class C and class F fly ash, slag, and silica fume. The properties of fresh concrete mixtures such as flowability, deformability, filling capacity, air content, and resistance to segregation were evaluated. Other properties such as permeability, unrestrained shrinkage, tensile strength, and compressive strength at various ages were also investigated. A critical analysis of the results obtained shows that a high-performance self-consolidating concrete can be developed using binary, ternary, or quaternary binders with up to 70% of cement replaced by fly ash, slag, and/or silica fume. Properties of such concrete mixtures are similar and sometimes superior to those of the control mixture made with 100% portland cement.
    publisherAmerican Society of Civil Engineers
    titleProperties of Self-Consolidating Concrete Made with High Volumes of Supplementary Cementitious Materials
    typeJournal Paper
    journal volume25
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000733
    treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 011
    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