dc.contributor.authorTan, Wooi Leongen_US
dc.date.accessioned2008-09-25T06:35:33Z
dc.date.accessioned2017-07-23T08:26:38Z
dc.date.available2008-09-25T06:35:33Z
dc.date.available2017-07-23T08:26:38Z
dc.date.copyright2005en_US
dc.date.issued2005
dc.identifier.citationTan, W. L. (2005). Numerical analysis for shallow tunnels in weak ground supported by umbrella arch method. Master’s thesis, Nanyang Technological University, Singapore.
dc.identifier.urihttp://hdl.handle.net/10356/12035
dc.description.abstractIn this work, 2D and 3D numerical studies are performed to evaluate the differences in the estimated ground displacements when different modelling approximations are used for the Pipe Umbrella Arch.en_US
dc.format.extent194 p.
dc.language.isoen
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical
dc.titleNumerical analysis for shallow tunnels in weak ground supported by umbrella arch methoden_US
dc.typeThesisen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.contributor.supervisorAshraf Mohamed Hefnyen_US
dc.description.degreeMASTER OF ENGINEERING (CEE)en_US


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