Please use this identifier to cite or link to this item: http://ir.futminna.edu.ng:8080/jspui/handle/123456789/6239
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dc.contributor.authorGbayan, T. N.-
dc.contributor.authorAdejumo Taiye Elisha-
dc.contributor.authorAmadi, A. A.-
dc.date.accessioned2021-07-03T20:37:58Z-
dc.date.available2021-07-03T20:37:58Z-
dc.date.issued2020-10-15-
dc.identifier.citationGbayan, Adejumo and Amadi, 2020en_US
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/6239-
dc.description.abstractStrength developed in stabilized clay by progressive addition of urease bio-enzymes was evaluated in this paper. The soils were stabilized with 5, 10, 15 and 20% urease bio-enzymes. From the compaction tests, the OMC decreases from 13.1% to 9.20% with an increase in enzyme percentage from 0% to 20% for A-7-6. The same decrease was observed for sample A-7-5 from 17.1% to 13.0%. A-7-6 and A-7-5 samples recorded increase in MDD from 1.90g/cm3 to 1.99g/cm3 and from 1.69 to 1.75g/cm3 respectively. The work further revealed improvement in California Bearing Ratio (115% increment) and a significant increment of 312% in Unconfined Compressive Strength of stabilized clay after 28-days curing with 0-20% urease bio-enzymes addition. Comparatively, the use of liquid concentrate bio-enzyme fermented from vegetable extracts for stabilization and other construction purposes, not only reduced the cost of construction (economy), but enhances improved handling, local content and sustainability.en_US
dc.description.sponsorshipselfen_US
dc.language.isoenen_US
dc.publisherProceedings of the 18th International Conference 2020, A Publication of Nigerian Institution of Civil Engineersen_US
dc.relation.ispartofseries;03: 18-28-
dc.subjectBio-Enzymes, Compaction, Clay Soil, Soil Stabilization, Triaxial compressionen_US
dc.titleUse of Bio-enzymes in Soil Stabilization, Construction and Sustainable Developmenten_US
dc.typePresentationen_US
dc.typeOtheren_US
Appears in Collections:Civil Engineering

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