Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/49751
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dc.contributor.authorChen, Daryl Zhongwei.
dc.date.accessioned2012-05-24T01:13:49Z
dc.date.available2012-05-24T01:13:49Z
dc.date.copyright2012en_US
dc.date.issued2012
dc.identifier.urihttp://hdl.handle.net/10356/49751
dc.description.abstractPiles are usually classified into two main categories based on the method of installation. The common types are driven piles and bored piles. This project explores the design of bored piles in conjunction with newer introduction of the new Eurocode 7. In this report, the differences between the Eurocode 7 and the Conventional Method of pile design will be compared to examine the different trends that occur between the two. The comparisons are based on different scenarios to determine how pile design lengths and the overdesign factors are affected. The results show that the Conventional Method is less consistent in terms of pile design lengths and its overdesign factors. Although Eurocode 7 methods have more consistency for the overdesign factors, the pile design lengths are inconsistent for multiple layers analysis compared with a single profile characteristic. There were no clear conclusions as to which method is the most conservative in terms of design approach.en_US
dc.format.extent112 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University
dc.subjectDRNTU::Engineering::Civil engineering::Structures and designen_US
dc.titleDesign of pile foundations using Eurocode 7en_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorGoh Teck Chee, Anthonyen_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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