Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/52970
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dc.contributor.authorHazwani Tubah.
dc.date.accessioned2013-05-29T06:13:16Z
dc.date.available2013-05-29T06:13:16Z
dc.date.copyright2013en_US
dc.date.issued2013
dc.identifier.urihttp://hdl.handle.net/10356/52970
dc.description.abstractSteel sheet piles have been used since even before modern construction and technology. In all kinds of civil engineering works especially those of foundation and underground works, steel sheet piles have been extensively used. Individual pieces of sheet piles are driven and interlocked into the ground to form one continuous section which is mainly used as a retaining wall or a cofferdam. As steel sheet pile walls have been successfully used since a long time ago and is usually for temporary work purposes, its characteristics has many a times been overlooked. Thus, this paper aims to study the characteristic and behaviour of steel sheet piles and in particular, cold-formed steel sheet piles. Cold-formed steel sheet piles like any other type of cold-formed steel, are stamped, rolled and pressed into its desired shape. The steel sheet piles used for this study in particular were subjected to a set of rollers which gradually formed the desired cross section as the steel coils goes through all the roller stations. Steel sheet piles from Oriental Sheet Piling Sdn. Bhd. with cross section named OT18 and OΩ625/650 was studied.en_US
dc.format.extent55 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University
dc.subjectDRNTU::Engineeringen_US
dc.titleBehavior of cold-formed steel sheet pilesen_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorChiew Sing Pingen_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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