Correlation Analyses of Particle Size Distribution, and California Bearing Ratio of Lateritic Soil in Benin City

This report presents a correlation analysis conducted to investigate the relationship between particle size distribution and the California Bearing Ratio (CBR) of lateritic soil in Benin City. Field and laboratory investigations were conducted to collect one hundred soil samples, analysis on particl...

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Main Authors: N., Kayode-Ojo, J.O., Odemerho, T.C., Odimegwu
Format: Article
Language:English
Published: INTI International University 2023
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Online Access:http://eprints.intimal.edu.my/1854/1/joit2023_10.pdf
http://eprints.intimal.edu.my/1854/
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spelling my-inti-eprints.18542024-01-30T09:36:46Z http://eprints.intimal.edu.my/1854/ Correlation Analyses of Particle Size Distribution, and California Bearing Ratio of Lateritic Soil in Benin City N., Kayode-Ojo J.O., Odemerho T.C., Odimegwu T Technology (General) TA Engineering (General). Civil engineering (General) TD Environmental technology. Sanitary engineering This report presents a correlation analysis conducted to investigate the relationship between particle size distribution and the California Bearing Ratio (CBR) of lateritic soil in Benin City. Field and laboratory investigations were conducted to collect one hundred soil samples, analysis on particle size distribution, and CBR tests were employed. Pearson correlation analysis was performed to quantify the linear relationship between CBR and the percentage of fine particles passing through different sieves. The findings indicated a weak negative correlation between CBR and fine sand content, indicating that an increase in fine sand corresponded to a slight decrease in CBR. A moderate negative correlation was found between CBR and silt/clay content, indicating that as the percentage of these particles increased, CBR values decreased, indicating a decrease in subgrade strength. No linear relationship was observed between CBR and coarse sand content. The study provides valuable insights into the relationship between particle size distribution and CBR of lateritic soil in Benin City, which can be useful for geotechnical engineering and construction projects in the region. The results suggest that the presence of finer particles, particularly silt and clay, can significantly influence the load-bearing capacity of the soil. Further research is recommended to validate and refine the observed correlations and to consider other factors that may affect the soil's engineering behaviour. INTI International University 2023-12 Article PeerReviewed text en cc_by_4 http://eprints.intimal.edu.my/1854/1/joit2023_10.pdf N., Kayode-Ojo and J.O., Odemerho and T.C., Odimegwu (2023) Correlation Analyses of Particle Size Distribution, and California Bearing Ratio of Lateritic Soil in Benin City. Journal of Innovation and Technology, 2023 (10). pp. 1-11. ISSN 2805-5179 http://ipublishing.intimal.edu.my/joint.html
institution INTI International University
building INTI Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider INTI International University
content_source INTI Institutional Repository
url_provider http://eprints.intimal.edu.my
language English
topic T Technology (General)
TA Engineering (General). Civil engineering (General)
TD Environmental technology. Sanitary engineering
spellingShingle T Technology (General)
TA Engineering (General). Civil engineering (General)
TD Environmental technology. Sanitary engineering
N., Kayode-Ojo
J.O., Odemerho
T.C., Odimegwu
Correlation Analyses of Particle Size Distribution, and California Bearing Ratio of Lateritic Soil in Benin City
description This report presents a correlation analysis conducted to investigate the relationship between particle size distribution and the California Bearing Ratio (CBR) of lateritic soil in Benin City. Field and laboratory investigations were conducted to collect one hundred soil samples, analysis on particle size distribution, and CBR tests were employed. Pearson correlation analysis was performed to quantify the linear relationship between CBR and the percentage of fine particles passing through different sieves. The findings indicated a weak negative correlation between CBR and fine sand content, indicating that an increase in fine sand corresponded to a slight decrease in CBR. A moderate negative correlation was found between CBR and silt/clay content, indicating that as the percentage of these particles increased, CBR values decreased, indicating a decrease in subgrade strength. No linear relationship was observed between CBR and coarse sand content. The study provides valuable insights into the relationship between particle size distribution and CBR of lateritic soil in Benin City, which can be useful for geotechnical engineering and construction projects in the region. The results suggest that the presence of finer particles, particularly silt and clay, can significantly influence the load-bearing capacity of the soil. Further research is recommended to validate and refine the observed correlations and to consider other factors that may affect the soil's engineering behaviour.
format Article
author N., Kayode-Ojo
J.O., Odemerho
T.C., Odimegwu
author_facet N., Kayode-Ojo
J.O., Odemerho
T.C., Odimegwu
author_sort N., Kayode-Ojo
title Correlation Analyses of Particle Size Distribution, and California Bearing Ratio of Lateritic Soil in Benin City
title_short Correlation Analyses of Particle Size Distribution, and California Bearing Ratio of Lateritic Soil in Benin City
title_full Correlation Analyses of Particle Size Distribution, and California Bearing Ratio of Lateritic Soil in Benin City
title_fullStr Correlation Analyses of Particle Size Distribution, and California Bearing Ratio of Lateritic Soil in Benin City
title_full_unstemmed Correlation Analyses of Particle Size Distribution, and California Bearing Ratio of Lateritic Soil in Benin City
title_sort correlation analyses of particle size distribution, and california bearing ratio of lateritic soil in benin city
publisher INTI International University
publishDate 2023
url http://eprints.intimal.edu.my/1854/1/joit2023_10.pdf
http://eprints.intimal.edu.my/1854/
http://ipublishing.intimal.edu.my/joint.html
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score 13.211869