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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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