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Models for predicting the density and compressive strength of rubberized concrete pavement blocks

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dc.contributor.author Ohemeng E.A.
dc.contributor.author Yalley P.P.-K.
dc.date.accessioned 2022-10-31T15:05:52Z
dc.date.available 2022-10-31T15:05:52Z
dc.date.issued 2013
dc.identifier.issn 9500618
dc.identifier.other 10.1016/j.conbuildmat.2013.05.080
dc.identifier.uri http://41.74.91.244:8080/handle/123456789/572
dc.description Ohemeng, E.A., Department of Design and Technology, College of Technology Education, University of Education, Winneba, Kumasi, Ghana; Yalley, P.P.-K., Department of Design and Technology, College of Technology Education, University of Education, Winneba, Kumasi, Ghana en_US
dc.description.abstract The influence of rubber content within the range of 0-60% as the replacement for sand volume and water cement (W/C) ratio of (0.20-0.35) on the density and compressive strength of concrete pavement blocks (CPBs) was investigated. All the mixtures were proportioned with a fixed aggregate/cement ratio of 5.25. Based on the experimental results, the density and transformed compressive strength for rubberized concrete pavement blocks (RCPBs) were calculated by considering the dependent factors of rubber content and W/C ratio. Models derived based on the results from experimental work are proposed to predict the density and compressive strength of RCPBs. � 2013 Elsevier Ltd. All rights reserved. en_US
dc.subject Compressive strength en_US
dc.subject Density en_US
dc.subject Rubberized concrete pavement blocks en_US
dc.subject Water cement ratio en_US
dc.title Models for predicting the density and compressive strength of rubberized concrete pavement blocks en_US
dc.type Article en_US


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