Please use this identifier to cite or link to this item: http://ir.futminna.edu.ng:8080/jspui/handle/123456789/2274
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dc.contributor.authorAlhaji, Mustapha Mohammed-
dc.contributor.authorAlhassan, Musa-
dc.date.accessioned2021-06-08T20:24:48Z-
dc.date.available2021-06-08T20:24:48Z-
dc.date.issued2013-
dc.identifier.citationAlhaji, 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. 41–45en_US
dc.identifier.urihttp://www.iosrjen.org/Papers/vol3_issue11%20(part-2)/G031124145.pdf-
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/2274-
dc.description.abstractSoil 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.en_US
dc.language.isoenen_US
dc.publisherIOSR Journal of Engineeringen_US
dc.relation.ispartofseriesvol. 3(11) version 2;-
dc.subjectClay deposit; Coefficient of determination; Compression Index; Compression Index Correlation; Consolidationen_US
dc.titleCompression Index Correlation that Best Fits Clay Deposits in Nigeriaen_US
dc.typeArticleen_US
Appears in Collections:Civil Engineering

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