Open Access
An Experimental Study of the Technical Properties and Compressive Strength of Laterite Bricks Stabilised with Cement and Wood Ash
Author(s) -
Oluranti Mobolaji Oladunmoye,
AUTHOR_ID,
J.O. Awofodu,
L.O. Babatunde
Publication year - 2021
Language(s) - English
Resource type - Conference proceedings
DOI - 10.22624/aims/isteams-2021/v27p24
Subject(s) - compressive strength , laterite , cement , brick , materials science , sawdust , composite material , geotechnical engineering , metallurgy , pulp and paper industry , geology , engineering , nickel
An Experimental Study of the Technical Properties and Compressive Strength of Laterite Bricks Stabilised with Cement and Wood Ash 1Oladunmoye, O.M., 2Awofodu, J.O. & 3Babatunde, L.O. Department of Architecture, University of Ibadan, Ibadan. Department of Architecture, Lead City University Ibadan. Department of Architectural technology, Oke-ogun Polytechnic, Saki, Oyo State E-mails: .Bjarchimat15@gmail.com; Josephstone69@gmail.com ABSTRACT An experimental study was carried out in order to determine the compressive strength and technical properties of laterite bricks stabilized with cement, wood ash and sawdust. Cement stabilized compressed laterite bricks were tested. The compressive strength of lateritic soil based materials were determined. The objective of this paper is to determine the effect(s) of addition of cement and wood ash to lateritic soil brick on the compressive strength using four soil samples. The findings showed positive effect of the additives of cement and wood ash on increasing the compressive strength of the stabilized laterite bricks. The study showed that the optimum value for water absorption of wood ash stabilisation is at 10% C with 5% WA (19.09%) replacement and 15% C with 10% SD. The compressive strength of the different samples measured showed increase in the failure point of the brick with increase in percentage of cement and wood ash. Keywords: Technical Properties, Compressive Strength, Laterite Bricks , Cement and Wood Ash Proceedings Reference Format