Abstract
This paper reports an investigation on Guinea Corn Husk Ash (GCHA) as partial replacement of Ordinary Portland Cement (OPC) in concrete. The percent replacement levels by weight were 5%, 10%, 15%, 20% and 25% in 1:2:4 concrete mix with 0.65 water - cement ratio. The chemical constituents of the GCHA were SiO2 (78.19%), Al2O3 (1.36%), Fe2O3 (0.84%), CaO (3.34%), MgO (3.76%), K2O (7.67%), P2 O5 (2.95%) and Na2O, TiO2, SrO, Cl, MnO, S03 in trace quantities. Since SiO2, Al2O3, and Fe2O3 have a combined constituent percent in excess of 70% (i.e. 80.39%), GCHA meets the requirement of a pozzolana in accordance the relevant standards. The GCHA concrete gave compressive strength in the range of 9.5 N/mm 2 for 25% ash and 26.3 N/mm 2 for 5% ash at 28 days curing period. The 5% value was higher than that of plain concrete which was 25.5N/mm 2 . The trend shows that 10% GCHA should not be exceeded for a competitive value for compressive strength. The density of GCHA-cement concrete slightly reduced with increase of GCHA, for example it reduced by 2.27% for 25% ash at 28days curing. However it slightly increased at 5% replacement level again. Further work on the Water Absorption Capacity, permeability and durability parameters of GCHA- cement concrete is recommended.
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