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dc.contributor.authorTao, Ran
dc.contributor.supervisorHyong Doo Jangen_US
dc.contributor.supervisorErkan Topalen_US
dc.date.accessioned2023-08-31T02:38:34Z
dc.date.available2023-08-31T02:38:34Z
dc.date.issued2022en_US
dc.identifier.urihttp://hdl.handle.net/20.500.11937/93098
dc.description.abstract

Rock fracturing is a hot issue in rock engineering. The macroscopic fracture development is associated with the microscopic damage evolution. Therefore, this research investigated the failure mechanism based on multi-scale analysis methods, including micro-scale (grain scale), meso-scale (laboratory scale), and macro-scale (field scale). This research combined the microscopic data and laboratory-scale mechanical properties to create a valid field-scale model based on the comparison with the in-situ data.

en_US
dc.publisherCurtin Universityen_US
dc.titleLinking between Multi-scale Behaviours of Brittle Rocks at Deep Underground Excavationen_US
dc.typeThesisen_US
dcterms.educationLevelPhDen_US
curtin.departmentWASM: Minerals, Energy and Chemical Engineeringen_US
curtin.accessStatusOpen accessen_US
curtin.facultyScience and Engineeringen_US
curtin.contributor.orcidTao, Ran [0000-0002-0896-0888]en_US


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