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dc.contributor.authorKanyeto, O.J.
dc.contributor.authorDithinde, M.
dc.contributor.authorManisa, M.B.
dc.date.accessioned2013-08-09T12:24:49Z
dc.date.available2013-08-09T12:24:49Z
dc.date.issued2011
dc.identifier.citationKanyeto, O.J. et al (2011) Diagnosis and assessment of structural failure of the R & D building at RIIC, Kanye, Botswana, Botswana Journal of Technology, Vol. 19, No. 2, pp. 40-56en_US
dc.identifier.issn1019 1593
dc.identifier.urihttp://hdl.handle.net/10311/1163
dc.description.abstractAn investigation was carried out by University of Botswana Structural Investigation Team, to establish the cause of the structural defects to the R & D Building at RIIC Campus in Kanye. The structural defects consisted of cracks in all exterior as well as most of the interior walls of the building. Cracks also appeared in some floors and the ring beam. The investigation consisted of measurements of crack widths, crack mapping, determination of wall displacements using survey instruments, and geotechnical investigation of the sorrounding soil. The investigation revealed that the site was underlain by expansive soils, and the damage was caused by differential movement of the soil below foundation level due to moisture variation. This paper reports on the examinations carried out and remedial reassures were proffered.en_US
dc.language.isoenen_US
dc.publisherUniversity of Botswana, www.ub.bwen_US
dc.subjectStructural defectsen_US
dc.subjectCrack patternsen_US
dc.subjectsoil propertiesen_US
dc.subjectSoil drainage patternen_US
dc.subjectFoundation movementen_US
dc.titleDiagnosis and assessment of structural failure of the R & D building at RIIC, Kanye, Botswanaen_US
dc.typePublished Articleen_US


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