Effects of Synthetic Foam on the Properties of Stabilized Lateritic Bricks

Q2 Business, Management and Accounting Journal of Engineering Project and Production Management Pub Date : 2020-09-08 DOI:10.2478/jeppm-2021-0007
Adebimpe Omorinsola Akerele, I. Ijaola, O. H. Omolayo
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Abstract

Abstract Managing the production costs of construction projects is crucial especially in the aspect of material management. The use of lightweight materials reduces the dead load in structures, thus the reduction in the use of reinforcement and concrete in the foundation. To this end, this study examined the effect of synthetic foam on the properties of stabilized lateritic brick with a view to producing lightweight stabilized laterite brick for use on weak soils with low bearing capacity. Laboratory tests were conducted on the bricks produced to determine the density, compressive strength, and water absorption properties at 7, 14, 21, and 28 days. Preformed foam using synthetic foaming agent was used at 0%, 25%, 50%, 75% and 100% to replace the water in the experiment. One hundred twenty samples of stabilized foamed lateritic bricks were produced at a mixed ratio of 1:4 (cement: laterite) using a 0.6 water/cement ratio. The result showed that the bricks at all percentages of foam content meet up with the minimum requirement of compressive strength of 1.6N/mm2, 2.0N/mm2 and 3.5N/mm2 recommended by the Nigerian Building code, Nigerian Building and Road Research Institute, and the third class brick of the BS 3921:1985 respectively. The water absorption is within the limits of bricks specified in standards as 15%. The highest compressive strength was recorded at 25% foam inclusion (4.839N/mm2) on 28th day hence concluding that foaming agent stabilizes the characteristics strength of laterite bricks and also reduces its density.
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合成泡沫对稳定红土砖性能的影响
摘要建设项目的生产成本管理至关重要,尤其是在材料管理方面。轻质材料的使用减少了结构的自重,从而减少了基础中钢筋和混凝土的使用。为此,本研究考察了合成泡沫对稳定红土砖性能的影响,以期生产出用于低承载力弱土的轻质稳定红土砖。对所生产的砖进行了实验室测试,以确定7、14、21和28天的密度、抗压强度和吸水性能。实验中分别用0%、25%、50%、75%、100%的合成发泡剂代替水进行预成型泡沫。在水灰比为0.6的条件下,以1:4(水泥:红土)的混合比生产了120个稳定泡沫红土砖样品。结果表明:所制砖在不同泡沫含量下的抗压强度分别满足尼日利亚建筑规范、尼日利亚建筑与道路研究所和BS 3921:1985三级砖推荐的最低抗压强度1.6N/mm2、2.0N/mm2和3.5N/mm2的要求。吸水率在标准规定的砖的15%范围内。泡沫包体含量为25%时,第28天的抗压强度最高(4.839N/mm2),表明发泡剂稳定了红土砖的特征强度,降低了红土砖的密度。
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来源期刊
Journal of Engineering Project and Production Management
Journal of Engineering Project and Production Management Business, Management and Accounting-Business, Management and Accounting (miscellaneous)
CiteScore
2.30
自引率
0.00%
发文量
24
审稿时长
30 weeks
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