This study assessed the mechanical and durability properties of compressed stabilized earth bricks (CSEB) made from laterite soil, stabilized with various proportions of fly ash and lime (4% to 12%). Tests conducted on the soil sample and fly ash used for the research proved that the soil is True Laterite (S-S=1.03<1.33) and the fly ash is Class F pozzolana (SiO2 + Al2O3 + Fe2O3 =74.69%>70%). A total of 165 CSEB samples were produced and the research identified various properties as a result of changing the proportion of the stabilizers. The findings of the study revealed that compressive strength values of CSEB 8 (5% fly ash, 5% lime) at the 28th day and CSEB 11 (6% fly ash, 6% lime) at the 14th and 28th days as 1.72 N/mm2, 1.69 N/mm2 and 2.02 N/mm2 respectively met the requirement for construction material in rural houses, bungalow houses and low rise buildings. The mean bulk density values ranged from 1727.35 to 1865.35 kg/m3. for all curing age. From water absorption test results, all values obtained fell below the maximum recommendation except for CSEB 1 (2% fly ash, 2% lime) and CSEB 2 (4% fly ash, 2% lime) as specified by NIS 87 (2004) and NBRRI (2008).
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Yunusa et al. (2024) studied this question.
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