Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/39825
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dc.contributor.authorSocheat, Iv.-
dc.date.accessioned2010-06-04T08:06:46Z-
dc.date.available2010-06-04T08:06:46Z-
dc.date.copyright2010en_US
dc.date.issued2010-
dc.identifier.urihttp://hdl.handle.net/10356/39825-
dc.description.abstractIn developed countries like Singapore, where the land is scarce, many tall buildings have been built very close to each other. Moreover, deep excavation is commonly done near the existing buildings such as construction of basement of new buildings and construction of underground MRT or tunneling. All of these constructions can cause damage to existing piles and this is because the lateral soil movements resulting from these construction activities can induce forces and moments in the piles. The resulting stresses can be significant particularly when soft soil deposits, for example peaty clay, are present and the lateral soil displacements are large. This project presents a method to analyze a single pile subjected to lateral soil movements on pile by using the spreadsheet platform of Microsoft Excel built-in constraint optimization, and the results will be verified by comparisons of reported case studies from the literature. The accuracies of this method are acceptable.en_US
dc.format.extent79 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University-
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen_US
dc.titleEffects of lateral soil movements on pilesen_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorTeh Cee Ingen_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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