Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/13104
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dc.contributor.authorPan, Jieliangen_US
dc.date.accessioned2008-08-26T04:48:44Zen_US
dc.date.accessioned2008-10-20T07:04:38Z
dc.date.available2008-08-26T04:48:44Zen_US
dc.date.available2008-10-20T07:04:38Z
dc.date.copyright1998en_US
dc.date.issued1998en_US
dc.identifier.urihttp://hdl.handle.net/10356/13104
dc.description.abstractExperimental and numerical studies were carried out on the behaviour of piles in soft clay when subjected to lateral forces induced by horizontal soil movements from nearby construction activities such as deep excavations, tunnelling and approach embankments. The main objective of this study was to gain a better understanding of the interaction between the moving soil and the pile around it and to investigate the limiting soil pressures (maximum soil pressures) acting on single piles and pile groups as well as the relevant parameters influencing the behaviour of piles subjected to lateral soil movements.en_US
dc.format.extent282 p.en_US
dc.language.isoenen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen_US
dc.titleExperimental and numerical study of the behaviour of piles subjected to lateral soil movementen_US
dc.typeThesisen_US
dc.contributor.supervisorGoh, Anthony Teck Cheeen_US
dc.contributor.schoolSchool of Civil and Structural Engineeringen_US
dc.description.degreeDoctor of Philosophy (CSE)en_US
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