Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/11900
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dc.contributor.authorCai, Jungangen_US
dc.date.accessioned2008-09-25T06:32:00Z
dc.date.available2008-09-25T06:32:00Z
dc.date.copyright2001en_US
dc.date.issued2001
dc.identifier.urihttp://hdl.handle.net/10356/11900
dc.description.abstractTo investigate the effects of multiple parallel fractures with linear deformational behaviour on small-amplitude stress wave attenuation, the effects of a single fracture with a loading-rate independent nonlinear normal behaviour on large-amplitude stress wave attenuation, and the effects of a single fracture with a loading-rate dependent nonlinear normal behaviour on large-amplitude stress wave attenuation.en_US
dc.format.extent306 p.
dc.language.isoen
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical
dc.titleEffects of parallel fractures on wave attenuation in rocken_US
dc.typeThesisen_US
dc.contributor.supervisorZhao, Jianen_US
dc.contributor.schoolSchool of Civil and Structural Engineeringen_US
dc.description.degreeDoctor of Philosophy (CSE)en_US
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