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dc.contributor.authorMakarchian, Masoud
dc.date.accessioned2024-12-03T01:05:01Z
dc.date.available2024-12-03T01:05:01Z
dc.date.issued1995en
dc.identifier.otherMMSID: 991030349259705106en
dc.identifier.urihttps://hdl.handle.net/2123/33365
dc.description.abstractExisting buildings sometimes experience ongoing settlement or face the prospect of excessive settlement in the future if a change of building use is required and foundation loadings increase. Several methods of foundation enhancement are available to improve the future performance of existing foundations, One method is to enlarge the foundation dimensions, while another widely used method is underpinning by piles. In this thesis, underpinning methods are reviewed and classified and several case histories around the world are studied to show the application of those methods to existing buildings and historical monuments. It is found that, despite the fact that piles are gaining increasing application in underpinning work, design methods for underpinning piles are not well developed.en
dc.language.isoenen
dc.rightsThe author retains copyright of this thesis
dc.subjectFoundations--Maintenance and repairen
dc.subjectPiling (Civil engineering)en
dc.subjectShoring and underpinningen
dc.titleUnderpinning of foundations by pilesen
dc.typeThesis
dc.type.thesisDoctor of Philosophyen
dc.rights.otherThe author retains copyright of this thesis. It may only be used for the purposes of research and study. It must not be used for any other purposes and may not be transmitted or shared with others without prior permission.en
usyd.facultySeS faculties schools::Faculty of Engineering::School of Civil Engineeringen
usyd.degreeDoctor of Philosophy Ph.D.en
usyd.awardinginstThe University of Sydneyen
usyd.advisorPolous, H. G.
usyd.description.notesThis thesis has been made available at the request of the author.en


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