Underpinning of foundations by piles
Access status:
Open Access
Type
ThesisThesis type
Doctor of PhilosophyAuthor/s
Makarchian, MasoudAbstract
Existing 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 ...
See moreExisting 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.
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See moreExisting 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.
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Date
1995Licence
The author retains copyright of this thesisRights statement
The 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.Faculty/School
Faculty of Engineering, School of Civil EngineeringAwarding institution
The University of SydneyShare