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contributor authorFelix F. Udoeyo
contributor authorAbdul Hyee
date accessioned2017-05-08T21:17:28Z
date available2017-05-08T21:17:28Z
date copyrightDecember 2002
date issued2002
identifier other%28asce%290899-1561%282002%2914%3A6%28524%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45811
description abstractThis technical note presents the results of compressive, split tensile, and flexural strengths of concrete containing cement kiln dust (CKD) as a replacement for ordinary portland cement (OPC). The replacement levels considered for the study were 20, 40, 60, and 80%. Plain concrete with no CKD was also produced for reference purposes. From the results of the work, it was observed that there was generally a decrease in strength of CKD concrete compared to the reference concrete. However, it was noted that the percentage reduction in strength was minimal when up to 20% of OPC was replaced by CKD in the concrete. The results of the study also confirmed the previous report that the setting time of cement paste increases when CKD is used as a replacement for cement.
publisherAmerican Society of Civil Engineers
titleStrengths of Cement Kiln Dust Concrete
typeJournal Paper
journal volume14
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2002)14:6(524)
treeJournal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 006
contenttypeFulltext


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