Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/11800
Title: Effect of palm kernel shell (pks) as coarse aggregate on the compressive strength of Revibrated concrete
Authors: Ndayahaya, A. M.
Tsado, T. Y.
Auta, Samuel M.
Amadi, A. A.
Keywords: neem leaf
sugarcane leef
concrete
compressive strength
bagasse
waste
Issue Date: 14-Nov-2018
Publisher: Faculty of Engineering, ABU Zaria.
Citation: Ndayahaya, A. M., Tsado, T. Y., Auta, S. M. and Amadi, A. A. (2018) Effect of palm kernel shell (pks) as coarse aggregate on the compressive strength of Revibrated concrete. Proceedings of National Engineering Conference, The role of Engineering in the Diversification of Nigerian economy” Faculty of Engineering, Ahmadu Bello University, Zaria. Nigeria. 14th – 17th November, 2018. Pp.51-54.
Abstract: This paper presented the properties of sugarcane Leaves Ash (SCLA) combined with Neem Leave Ash (NLA) as alternative binders to cement and this could reduce the cost of concrete production and the effect of the products as wastes in environs. Sugarcane is among the principal agricultural crops cultivated in tropical country and its annual world production is 1.6 billion tons which generates about 279 million metric tons (MMT) of biomass residues, particularly sugarcane bagasse and leaves. Also, the neem products from neem tree generate large quantity of wastes annually. The sugarcane and neem leaves obtained were dried, burnt at 600oC to ashes, grinded into finer particles while the oxide composition on Al2O3; SiO2; CaO and Fe2O3 were determined. The mix ratio of 1:2:4 on 0.5 water-cement was adopted and the experiments on chemical composition, slump, setting time and compressive strength test on concrete partially replaced with SCLA/NLA by 0%, 5%, 10%, 15%, 20% and 25% are presented. The casted concrete cubes were cured for 28 days at the intervals of 7 days while the maximum compressive strength at 28 days of curing by 5% is 22.81 N/mm2 and 10% is 20.85 N/mm2 on the percentage replacement of SCLA/NLA. This has significant effect on the strength of concrete and can be use in the production of light weight concrete. The strength logically increases with respect to curing age and decreases with percentage replacement of SCLA/NLA.
URI: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/11800
ISBN: 978-978-968-890-6
Appears in Collections:Civil Engineering

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