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    Maturity Method Evaluated for Various Cementitious Materials

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 012
    Author:
    Andrew G. Brooks
    ,
    Anton K. Schindler
    ,
    Robert W. Barnes
    DOI: 10.1061/(ASCE)0899-1561(2007)19:12(1017)
    Publisher: American Society of Civil Engineers
    Abstract: The maturity method accounts for the effect of curing temperature on the strength development of well-cured and consolidated concrete. This paper describes an investigation of the accuracy of the maturity method to estimate the strength when different cementitious systems are used. Mortar cubes, made from Type I cement and various replacement levels of Class C fly ash, Class F fly ash, and ground-granulated blast-furnace slag, were cured at isothermal curing temperatures of 8, 23, and
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      Maturity Method Evaluated for Various Cementitious Materials

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    contributor authorAndrew G. Brooks
    contributor authorAnton K. Schindler
    contributor authorRobert W. Barnes
    date accessioned2017-05-08T21:18:14Z
    date available2017-05-08T21:18:14Z
    date copyrightDecember 2007
    date issued2007
    identifier other%28asce%290899-1561%282007%2919%3A12%281017%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46258
    description abstractThe maturity method accounts for the effect of curing temperature on the strength development of well-cured and consolidated concrete. This paper describes an investigation of the accuracy of the maturity method to estimate the strength when different cementitious systems are used. Mortar cubes, made from Type I cement and various replacement levels of Class C fly ash, Class F fly ash, and ground-granulated blast-furnace slag, were cured at isothermal curing temperatures of 8, 23, and
    publisherAmerican Society of Civil Engineers
    titleMaturity Method Evaluated for Various Cementitious Materials
    typeJournal Paper
    journal volume19
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2007)19:12(1017)
    treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 012
    contenttypeFulltext
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