Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/2274
Title: Compression Index Correlation that Best Fits Clay Deposits in Nigeria
Authors: Alhaji, Mustapha Mohammed
Alhassan, Musa
Keywords: Clay deposit; Coefficient of determination; Compression Index; Compression Index Correlation; Consolidation
Issue Date: 2013
Publisher: IOSR Journal of Engineering
Citation: Alhaji, M. M. and Alhassan, M. (2013). Compression Index Correlation that Best Fits Clay Deposits in Nigeria, IOSR Journal of Engineering, vol. 3(11) version 2, pp. 41–45
Series/Report no.: vol. 3(11) version 2;
Abstract: Soil samples collected from 16 clay deposits across Nigeria were tested for consolidation. Compression index were calculated from the consolidation results. The values of compression index from the experimental results were then compared with those obtained using seven different empirical correlations from literature. The experimental values were correlated with values obtained from each of the considered empirical correlations. Coefficient of determination (R2) was used as evaluation criteria to check for the empirical correlation that best fits the considered clay deposits. Observation of the results showed that the empirical correlation, proposed by Azzuoz et al for Chicago clays has the highest R2 of 66.25 %, and therefore found to best fits the clay deposits considered.
URI: http://www.iosrjen.org/Papers/vol3_issue11%20(part-2)/G031124145.pdf
http://repository.futminna.edu.ng:8080/jspui/handle/123456789/2274
Appears in Collections:Civil Engineering

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