Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/16260
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dc.contributor.authorOlawuyi, B. J.-
dc.contributor.authorOlusola, K. O.-
dc.contributor.authorOgunbode, Ezekiel Babatunde-
dc.contributor.authorKyenge, S. S.-
dc.date.accessioned2022-12-29T14:35:32Z-
dc.date.available2022-12-29T14:35:32Z-
dc.date.issued2010-
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/16260-
dc.description.abstractThis work presented in the paper involved onsite observation of the production process, determination of physical properties and chemical composition of the soil sample used for production of Makurdi burnt bricks (MBB). A total of 22 brick specimens, of the MBB was examined in the laboratory for compressive strength, water absorption and abrasion resistance. The results reveal the soil sample as a true laterite having a Silica-Sesquioxide ratio of 1.01, Silica content of 42.95 and clay content of 27.38 and total clay + silt content of 30.78. The Atterberg's limit test gave the liquid limit as 36.79; plastic limit, 26.11 and plastic index, 10.68. Compressive strength was 3.46 N/mm² and 11.75 N/mm² for Samples A and B respectively; Average water absorption for Sample B (16.49%) was double that of Sample A (8.58%) while the Abraision resistance ability of Sample B (33.67%) was four times better than Sample A (9.32%)en_US
dc.language.isoenen_US
dc.publisherConstruction Focus: Journal of Construction Management and Engineeringen_US
dc.relation.ispartofseries3(1);-
dc.subjectBurnt Bricksen_US
dc.subjectPerformance Assessmenten_US
dc.subjectCompressive Strengthen_US
dc.subjectAbrasion Resistanceen_US
dc.subjectWater Absorptionen_US
dc.titlePerformance Assessment of Makurdi Burnt Bricksen_US
dc.typeArticleen_US
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