Please use this identifier to cite or link to this item: http://ir.futminna.edu.ng:8080/jspui/handle/123456789/2268
Title: Load-settlement Test of Full-scale Foundation on Concrete-grid Reinforced Soil
Authors: Boiko, Igor Leonidovich
Alhassan, Musa
Adejumo, Taiye Waheed
Keywords: Bearing capacity, concrete-grid, foundation, load-settlement, modulus of deformation, soil reinforcement
Issue Date: 2013
Publisher: Journal of Civil Engineering and Construction Technology
Citation: Boiko, 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. 211–216
Series/Report no.: vol. 4(6);
Abstract: Result 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 layer
URI: http://www.academicjournals.org/article/article1379610992_Boiko%20et%20al.pdf
http://repository.futminna.edu.ng:8080/jspui/handle/123456789/2268
Appears in Collections:Civil Engineering

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