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Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/2268
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dc.contributor.authorBoiko, Igor Leonidovich-
dc.contributor.authorAlhassan, Musa-
dc.contributor.authorAdejumo, Taiye Waheed-
dc.date.accessioned2021-06-08T20:21:33Z-
dc.date.available2021-06-08T20:21:33Z-
dc.date.issued2013-
dc.identifier.citationBoiko, I. L., Alhassan, M. and Adejumo, T. W. (2013). Load-settlement Test of Full-scale Foundation on Concrete-grid Reinforced Soil. Journal of Civil Engineering and Construction Technology, Academic Journals, vol. 4(6), pp. 211–216en_US
dc.identifier.urihttp://www.academicjournals.org/article/article1379610992_Boiko%20et%20al.pdf-
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/2268-
dc.description.abstractResult of field test on load-settlement of full-scale foundation, resting on soil reinforced with concrete-grid is presented. The test was carried out at 3 different points within a construction site in Minsk, Belarus. The test points were characterized by different soil conditions below the reinforced base. Result of the study shows that, the use of concrete-grid as reinforcement for subsoil base under foundation, generally reduces the settlement and increases the bearing capacity of the soil, although, these were significantly affected by the type and properties of the soil below the reinforced layeren_US
dc.language.isoenen_US
dc.publisherJournal of Civil Engineering and Construction Technologyen_US
dc.relation.ispartofseriesvol. 4(6);-
dc.subjectBearing capacity, concrete-grid, foundation, load-settlement, modulus of deformation, soil reinforcementen_US
dc.titleLoad-settlement Test of Full-scale Foundation on Concrete-grid Reinforced Soilen_US
dc.typeArticleen_US
Appears in Collections:Civil Engineering

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