Please use this identifier to cite or link to this item: http://ir.futminna.edu.ng:8080/jspui/handle/123456789/3229
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dc.contributor.authorNdanusa, H.H-
dc.contributor.authorRafiu, A.A-
dc.contributor.authorSalako, K. A-
dc.contributor.authorAlhassan, D.U-
dc.contributor.authorAdetona, A.A-
dc.contributor.authorShehu, J-
dc.date.accessioned2021-06-15T12:19:52Z-
dc.date.available2021-06-15T12:19:52Z-
dc.date.issued2019-07-24-
dc.identifier.citationNdanusa HH, AA Rafiu, KA Salako, UD Alhassan, AA Adetona and J Shehu (2019)en_US
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/3229-
dc.description.abstractGeotechnical investigation involving Atterberg limit, CBR, Compaction and Sieve analysis were conducted at part of London Road Minna, Niger State. The aim of the study was to investigate the causes of road failure. The CBR range between 54.1% to 64.2%, the liquid limit of the soil ranged from 16% to 17.90%, the plastic limit is zero. The CBR, the percentage passing sieve range from 29.4% - 99.5%. Based on the 80% minimum CBR, 35%maximum percentage passing sieve 0.075mm, 12% maximum plasticity index and 35% maximum liquid limit required for material to be used as a base course material for road construction as specified by Nigeria general specification for road and bridge work. All the samples tested do not meet the requirement highlighted above. https://juniperpublishers.comen_US
dc.description.sponsorshipSelfen_US
dc.language.isoenen_US
dc.publisherEngineering Technology Open Access Journal, 3(1)en_US
dc.subjectGeotechnicalen_US
dc.subjectCompactionen_US
dc.subjectSieve analysisen_US
dc.subjectLiguiden_US
dc.subjectSoilen_US
dc.subjectWateren_US
dc.subjectRoad failureen_US
dc.titleGeotechnical Investigation on Road Failure of Part of London Road Minna, Nigeriaen_US
dc.typeArticleen_US
Appears in Collections:Applied Geophysics

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