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    Maize-cob Ash As Filler in Concrete

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 002
    Author:
    Felix F. Udoeyo
    ,
    Sanni A. Abubakar
    DOI: 10.1061/(ASCE)0899-1561(2003)15:2(205)
    Publisher: American Society of Civil Engineers
    Abstract: This technical note discusses an innovative use of maize-cob ash (MCA) as a filler in concrete. MCA in the range of 0–30% was used as a partial replacement for ordinary portland cement in a concrete of mix ratio 1:2:4:0.6 (cement:sand:coarse aggregate:water-cement ratio). Fresh concrete properties, compressive, split tensile strengths, and modulus of rupture were measured for concrete mixtures with MCA within the investigated replacement levels. The results showed that the setting times of MCA concrete increased with higher ash content, while the compressive, split tensile strengths and modulus of rupture showed a reverse trend. It was further observed that almost all of the studied specimens attained over 70% of their 28-day strength at seven-day curing.
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      Maize-cob Ash As Filler in Concrete

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    contributor authorFelix F. Udoeyo
    contributor authorSanni A. Abubakar
    date accessioned2017-05-08T21:17:31Z
    date available2017-05-08T21:17:31Z
    date copyrightApril 2003
    date issued2003
    identifier other%28asce%290899-1561%282003%2915%3A2%28205%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45841
    description abstractThis technical note discusses an innovative use of maize-cob ash (MCA) as a filler in concrete. MCA in the range of 0–30% was used as a partial replacement for ordinary portland cement in a concrete of mix ratio 1:2:4:0.6 (cement:sand:coarse aggregate:water-cement ratio). Fresh concrete properties, compressive, split tensile strengths, and modulus of rupture were measured for concrete mixtures with MCA within the investigated replacement levels. The results showed that the setting times of MCA concrete increased with higher ash content, while the compressive, split tensile strengths and modulus of rupture showed a reverse trend. It was further observed that almost all of the studied specimens attained over 70% of their 28-day strength at seven-day curing.
    publisherAmerican Society of Civil Engineers
    titleMaize-cob Ash As Filler in Concrete
    typeJournal Paper
    journal volume15
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2003)15:2(205)
    treeJournal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 002
    contenttypeFulltext
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