Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/45399
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dc.contributor.authorZhou, Shuai.
dc.date.accessioned2011-06-13T06:21:14Z
dc.date.available2011-06-13T06:21:14Z
dc.date.copyright2011en_US
dc.date.issued2011
dc.identifier.urihttp://hdl.handle.net/10356/45399
dc.description.abstractThe rock failure mechanism is comprised of crack initiation, crack propagation, crack coalescence and the ultimate failure stage. The objective of this report is to evaluate the role of some critical properties that would play in the failure process. A software developed on the basis of the discontinuous deformation analysis is utilized in this report to simulate the biaxial compression test. The inherent properties of rock and loading configuration are taken into consideration in this simulation.Some investigations have been conducted by previous students under uniaxial compression where the failure is dominated by wing cracks and resulting in the axial splitting. In this report, the numerical simulation model is undergoing the biaxial compressive stresses in different magnitudes and loading rates. In this case, the ultimate failure pattern is a combination of axial splitting and shearing.en_US
dc.format.extent58 p.en_US
dc.language.isoenen_US
dc.rightsNanyang Technological University
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen_US
dc.titleNumerical analysis in rock engineering 3(proj#ST-33) under dynamic loadingen_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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