PARTIAL REPLACEMENT OF ORDINARY PORTLAND CEMENT (OPC) WITH COCONUT HUSK ASH (CHA) IN SANDCRETE BLOCK PRODUCTION
Egbe O. Francis1, G.L. Oyekan2, Ezugwu O. Maryann1.
1Department of Civil Engineering, Igbinedion University, Okada.
2Department of Civil Engineering, University of Lagos, Akoka.
E-mail: francisegbe@yahoo.co.uk
Abstract
This research was conducted to develop new kinds of pozzolana from Agricultural wastes using Coconut Husk Ash (CHA) as a case study. Some experiments were conducted to determine the properties of CHA, mortar and sandcrete blocks having a certain percent replacement of Cement by this ash. Tests conducted include: Consistency test, moisture content test, slump test and compressive strength test. In addition, densities of the OPC/CHA sandcrete blocks were also determined.To determine the compressive strength, 150 x 225 x 450mm hollow sandcrete blocks were cast, cured and crushed for 7, 14, 21, and 28 days at 0%, 5%, 10%, 15%, 20% and 25% CHA replacement levels. Test results revealed that the compressive strength of the OPC/CHA sandcrete blocks increases with age and decreases as the percentage of CHA increases. The highest strengths at 28 days that met the NIS specification for non-load bearing sandcrete blocks were 4.19N/mm2, 3.66N/mm2 and 2.53N/mm2 for 0%, 5% and 10% CHA respectively. The NIS specification for non-load bearing sandcrete blocks (150 x 225 x 450mm) is 2.5N/mm2, hence this indicates that the replacement of cement with coconut husk ash in sandcrete blocks is relatively possible not exceeding 10%. The study therefore arrived at an optimum replacement level of 10%.
Keywords: Coconut Husk Ash (CHA), Ordinary Portland Cement (OPC), sandcrete blocks, compressive strength.
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