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Comparative Study on the Properties of Cement Stabilized Lateritic Bricks Sourced from Different Locations

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Comparative Study on the Properties of Cement Stabilized Lateritic Bricks Sourced from Different Locations


Adeyemi E. Adetoro | Bamidele I. Faluyi

https://doi.org/10.31142/ijtsrd18590



Adeyemi E. Adetoro | Bamidele I. Faluyi "Comparative Study on the Properties of Cement Stabilized Lateritic Bricks Sourced from Different Locations" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-6, October 2018, pp.693-696, URL: https://www.ijtsrd.com/papers/ijtsrd18590.pdf

There is need for tested and proven alternative source of alternative walling materials in third world countries such as Nigeria. This will foster massive provision of houses for the populace. The aim of this research is to compare the properties of cement stabilized lateritic bricks sourced from different locations. Soil samples were taken from three locations within the study area to laboratory for Abrasion, Impact, Compressive strength and Water absorption tests. Results showed that the stabilized lateritic bricks A, B and C have water absorption values varied from 17 to 23%, 32 to 36% and 38 to 42% respectively for 7 – 28 days at 1% cement content. For 2% cement content, water absorption values varied from 15 to 20%, 24 to 28% and 32 to 36% for lateritic bricks A, B and C respectively. While sandcrete block has water absorption values varied from 9 to 13% for 7 – 28 days respectively. It is also observed that stabilized lateritic bricks A, B and C have compressive strength values varied from 1.33 to 1.71N/mm2, 0.32 to 0.42 N/mm2 and 0.21 to 0.29N/mm2 respectively for 7 – 28 days at 1% cement content. For 2% cement content, compressive strength values varied from 1.52 to 2.09 N/mm2, 0. 40 to 0.63N/mm2 and 0.29 to 0.35 N/mm2 at 7 – 28 days for lateritic bricks A, B and C respectively. While sandcrete block has compressive strength values varied from 0.54 to 0.74 N/mm2 for 7 to 28 days respectively. The higher the cement content, the lower the absorption rate and the higher the compressive strength. The compressive strength also increases with age. Lateritic brick is more cheaper than sandcrete block for construction of building because it require little cement content. Further study should be conducted for another source of stabilizer.

Abrasion; Brick; Compressive strength; Water absorption; Impact


IJTSRD18590
Volume-2 | Issue-6, October 2018
693-696
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

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