Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/7371
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dc.contributor.authorAlhaji, Mustapha Mohammed-
dc.contributor.authorMusa, Alhassan-
dc.contributor.authorAdejumo Taiye Elisha-
dc.contributor.authorJibrin, Ramatu-
dc.date.accessioned2021-07-08T11:37:02Z-
dc.date.available2021-07-08T11:37:02Z-
dc.date.issued2020-03-
dc.identifier.citationM. M. Alhaji, M. Alhassan, T. W. Adejumo, R. Jibrin (2020), Effect of Density on Consolidation and Creep Parameters of Clay, Indonesian Journal of Science and Technology, Vol. 5, issue 1, Pp 31-44en_US
dc.identifier.issn2528-1410-
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/7371-
dc.description.abstractEffect of density on consolidation and creep parameters of a clay soil was investigated using a soil classified according to unified soil classification system (USCS) as clay of high plasticity (CH) and composing majorly of secondary minerals, including montmorillonite. The air-dried soil was compacted at five different compaction energy levels (Reduced Standard proctor compaction energy, Standard proctor compaction energy, West African compaction energy, reduced modified compaction energy and Modified compaction energy levels)en_US
dc.description.sponsorshipSelf sponsoreden_US
dc.language.isoenen_US
dc.publisherIndonesian Journal of Science and Technology, University Pendidikan Indonesiaen_US
dc.relation.ispartofseriesVol. 5;Issue 1-
dc.subjectClayen_US
dc.subjectConsolidation creepen_US
dc.subjectCreepen_US
dc.subjectDensityen_US
dc.titleEffect of Density on Consolidation and Creep Parameters of Clayen_US
dc.typeArticleen_US
Appears in Collections:Civil Engineering

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