Defects in structures in Nairobi city: causes and mitigative strategies

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dc.contributor.author Mathu, Eliud M.
dc.contributor.author Onyancha, Caroline
dc.contributor.author Mwea, Sixtas
dc.contributor.author Ngecu, Wilson
dc.date.accessioned 2015-01-26T06:52:11Z
dc.date.available 2015-01-26T06:52:11Z
dc.date.issued 2009
dc.identifier.citation International Journal of Disaster Risk Reduction Volume 2: Issue1, 2009 en_US
dc.identifier.issn 2212-4209
dc.identifier.uri http://journal.admcrk.com/vol_2_issue_1.pdf#page=15
dc.identifier.uri http://hdl.handle.net/123456789/716
dc.description.abstract This research was carried out to determine the causes of defects in structures in Nairobi City and to propose mitigative strategies. The study made use of results of: geotechnical tests, failure investigations, excavation for foundation placement, excavation observation as well as the collective experience of consulting engineers and contactors in the city. The results indicate that the subsoil includes highlyplastic soils, collapsible soils and soft clays of variable thicknesses, red soils containing cavities, weathered and fracture zones of variable profile, expansive weathered tuffs and deep organic fills. The research concluded that each of these soil types has caused distress of varying degree, and as such, an understanding of the critical ground performance is fundamental in a successful construction program. en_US
dc.language.iso en en_US
dc.publisher Elsevier en_US
dc.subject Ground profile en_US
dc.subject structural failure en_US
dc.subject Construction methods en_US
dc.subject Remedial/ precautionary measures en_US
dc.title Defects in structures in Nairobi city: causes and mitigative strategies en_US
dc.type Article en_US


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