Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/45085
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dc.contributor.authorPoon, Hong Wai.
dc.date.accessioned2011-06-09T01:12:05Z
dc.date.available2011-06-09T01:12:05Z
dc.date.copyright2011en_US
dc.date.issued2011
dc.identifier.urihttp://hdl.handle.net/10356/45085
dc.description.abstractForays into underground development are an increasingly popular means of overcoming land shortage in Singapore. Although rock dominates the geology of northern, western and central Singapore, the mechanics of underground structures in these rock formations, particularly in their interactions with discontinuities, have yet to be studied extensively. Acquiring such knowledge may help engineers design underground caverns of higher safety and service life.The report makes a distinction between rock and soil as well as rock mechanics and rock mass mechanics. Rock mass mechanics accounts for the effect of discontinuities and is the basis of scoring in the Rock Mass Rating system, whose scores provide initial design guidance without aid of computers. Modern modelling methods are also discussed, of which discontinuous deformation analysis (DDA) stands out for its ability to realistically depict rock mass geometry and discontinuity parameters.en_US
dc.format.extent68 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen_US
dc.titleNumerical analysis in rock engineering 2en_US
dc.typeFinal Year Project (FYP)en_US
dc.contributor.supervisorZhao Zhiyeen_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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