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    Abrasion-Porosity-Strength Model for Fly Ash Concrete

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 004
    Author:
    Cengiz Duran Atiş
    DOI: 10.1061/(ASCE)0899-1561(2003)15:4(408)
    Publisher: American Society of Civil Engineers
    Abstract: The durability of a concrete road to abrasive forces can be assessed effectively by measuring its abrasion resistance. This technical note reports the findings of a laboratory study including compressive strength, abrasion, and porosity properties of concrete mixtures made with fly ash and normal portland cement. The study involves two replacement ratios of fly ash, various water-cement ratios, the use of a superplasticizer, two curing conditions, and four concrete ages. Statistical models that relate abrasion to strength and porosity are presented.
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      Abrasion-Porosity-Strength Model for Fly Ash Concrete

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    contributor authorCengiz Duran Atiş
    date accessioned2017-05-08T21:17:34Z
    date available2017-05-08T21:17:34Z
    date copyrightAugust 2003
    date issued2003
    identifier other%28asce%290899-1561%282003%2915%3A4%28408%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45870
    description abstractThe durability of a concrete road to abrasive forces can be assessed effectively by measuring its abrasion resistance. This technical note reports the findings of a laboratory study including compressive strength, abrasion, and porosity properties of concrete mixtures made with fly ash and normal portland cement. The study involves two replacement ratios of fly ash, various water-cement ratios, the use of a superplasticizer, two curing conditions, and four concrete ages. Statistical models that relate abrasion to strength and porosity are presented.
    publisherAmerican Society of Civil Engineers
    titleAbrasion-Porosity-Strength Model for Fly Ash Concrete
    typeJournal Paper
    journal volume15
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2003)15:4(408)
    treeJournal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 004
    contenttypeFulltext
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