Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/7723
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dc.contributor.authorBalla, C.H-
dc.contributor.authorKeftin, N.A-
dc.contributor.authorDzasu, W.E-
dc.contributor.authorAyegba, Calistus-
dc.date.accessioned2021-07-09T10:15:43Z-
dc.date.available2021-07-09T10:15:43Z-
dc.date.issued2010-
dc.identifier.citationBala C.H., Keftin N.A., Dzasu W.E., Ayegba C. (2010) Comparative Analysis of the Effect of Water Treatment Chemicals on the Properties of Concrete.en_US
dc.identifier.issn2007-0807-
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/7723-
dc.description.abstractThe study examined the effect of water-treatment chemical on the properties of concrete; using two different brand of ordinary Portland cement. The compressive strength of the concrete as the important property is taken as the index of its quality and the physical properties such as abrasion was checked. Concrete cubes were cast with Dangote and Ashaka Portland cement, cured in the solution of water-treatment chemicals (aluminum sulphate and calcium hypo-chloride) and crushed to obtain their compressive strength. The results obtained were compared with the result of the compressive strength of control cubes cast with the two brands of ordinary Portland cement cured in water for 28 days. The control cubes cast with Dangote cement attained 29.6N/mm2 at 28 days hydration while 29.IN/mm2 was attained for cubes cast with Ashaka cement. Concrete cubes made with Dangote cement and cured in water treatment chemicals attained the average strength of 29.4N/mm 2, 29.2N/mm2 and 28.9N/mm2 at 7 days, 14 days and 28 days curing age respectively while the strength of 28.6N/mm2, 28.4N/mm2 and 28.3N/mm2 at 7, 14 and 28 days curing age was attained for the cubes made with Ahsaka cement. The strength of the Dangote cubes cured in chemicals decreased from the control cubes by 0.8%, I.S%,2.1% from the control cubes at 7,14,and 28 days curing while for the Ashaka cubes there was decrease in strength from the control cubes by I.7%,2.3% and 2.85 of the control cubes at 7,14 and 28 days curing age respectively .en_US
dc.language.isoenen_US
dc.publisherSociety of Agriculture, Business and Technology Journalen_US
dc.relation.ispartofseries8;2-
dc.subjectAshaka cementen_US
dc.subjectportland cementen_US
dc.subjectAluminum Sulphateen_US
dc.subjectcalcium hypo chlorideen_US
dc.subjectphysicalen_US
dc.titleComparative Analysis of the Effect of Water Treatment Chemicals on the Properties of Concreteen_US
dc.typeArticleen_US
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