Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/19406
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dc.contributor.authorGottumukkala Venkata Ramalinga Raju.en_US
dc.date.accessioned2009-12-11T09:13:56Z-
dc.date.available2009-12-11T09:13:56Z-
dc.date.copyright1996en_US
dc.date.issued1996-
dc.identifier.urihttp://hdl.handle.net/10356/19406-
dc.description.abstractSmall scale laboratory model tests and bigger scale (trench) tests were carried out to study the behaviour of nailed soil retaining structures. The influence of different design parameters such as the nail length, nail inclination, facing stiffness and the method of nail installation process on the behaviour of the nailed soil walls was investigated. Pull-out tests were conducted to study the mobilised bond stress at the nail/soil interface. Case histories of nailed soil walls reported in the literature were reviewed to establish an empirical basis for the selection of input parameters for design. The performance of a full-scale nailed soil wall in Singapore was studied and analysed.en_US
dc.format.extent454 p.-
dc.language.isoen-
dc.rightsNANYANG TECHNOLOGICAL UNIVERSITYen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical-
dc.titleBehaviour of nailed soil retaining structuresen_US
dc.typeThesisen_US
dc.contributor.supervisorLow, Bak Kongen_US
dc.contributor.schoolSchool of Civil and Structural Engineeringen_US
dc.description.degreeDoctor of Philosophy (CSE)en_US
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