Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/60780
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dc.contributor.authorEng, Brydon Qi Jing
dc.date.accessioned2014-05-30T05:47:04Z
dc.date.available2014-05-30T05:47:04Z
dc.date.copyright2014en_US
dc.date.issued2014
dc.identifier.urihttp://hdl.handle.net/10356/60780
dc.description.abstractPrefabricated Vertical Drains (PVDs) is widely used in modern day construction to hasten the process of consolidation settlement within clay layers. Similar to all geotechnical scenarios, prediction of the rate and magnitude of settlement with PVDs with minimum discrepancies has always been a challenge. Through a series of 5 case studies, this report has identified possible causes of such discrepancies to be submergence effect of fill, monitoring/installation of ground monitoring instruments and the accuracy of variables attained from laboratory/in situ tests.en_US
dc.format.extent68 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen_US
dc.titleCase studies and analysis of soft clay consolidation accelerated by vertical drainsen_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorLow Bak Kongen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeBachelor of Engineering (Civil)en_US
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Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)
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