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dc.contributor.authorAuta, Samuel M.-
dc.contributor.authorAbdullahi, A.-
dc.date.accessioned2021-07-22T18:58:53Z-
dc.date.available2021-07-22T18:58:53Z-
dc.date.issued2020-
dc.identifier.citationAuta, S. M. and Abdullahi, A. (2020) Effect of Pulverized Glass Powder on the Compressive Strength of Revibrated Concrete. Global Journal in Civil Engineering, Vol. 2, No. 2, 2020, Pp 1-11. Online at https://ssrn.com/abstract=3759494en_US
dc.identifier.issn2523-9597-
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/11051-
dc.description.abstractExperimental study on the Effect of pulverized glass powder (PGP) on the compressive strength of revibrated concrete is presented. A concrete mix of 1:2:4 was used to prepare a total of forty-eight fresh concrete cubes specimen: sixteen for control with 0% PGP; thirty-two cubes for the different percentages of OPC replacements (10%, 20%, 30% and 40% PGP). Each set of fresh concrete cubes were subjected to initial vibration and then re-vibrated at an interval of 10 minutes successions up till 1 hour. The compressive strength was determined at 7 and 28days curing age for each concrete cube. The results show that maximum compressive strength were best achieved in three categories: 21.39 N/mm2 for non-revibrated; 23.64 N/mm2 and 18.34N/mm2 for 0% and 20% PGP revibrated concrete respectively. It is concluded that pulverized glass can be blended with cement up to 20% PGP to achieve a substantial compressive strength of revibrated concrete.en_US
dc.publisherGlobal Journal in Civil Engineeringen_US
dc.subjectPulverised glass powderen_US
dc.subjectrevibrated concreteen_US
dc.subjectcompressive strengthen_US
dc.subjectcementen_US
dc.subjectpercentage replacementsen_US
dc.titleEffect of Pulverized Glass Powder on the Compressive Strength of Revibrated Concreteen_US
dc.typeArticleen_US
Appears in Collections:Civil Engineering

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