Linking between Multi-scale Behaviours of Brittle Rocks at Deep Underground Excavation
dc.contributor.author | Tao, Ran | |
dc.contributor.supervisor | Hyong Doo Jang | en_US |
dc.contributor.supervisor | Erkan Topal | en_US |
dc.date.accessioned | 2023-08-31T02:38:34Z | |
dc.date.available | 2023-08-31T02:38:34Z | |
dc.date.issued | 2022 | en_US |
dc.identifier.uri | http://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.publisher | Curtin University | en_US |
dc.title | Linking between Multi-scale Behaviours of Brittle Rocks at Deep Underground Excavation | en_US |
dc.type | Thesis | en_US |
dcterms.educationLevel | PhD | en_US |
curtin.department | WASM: Minerals, Energy and Chemical Engineering | en_US |
curtin.accessStatus | Open access | en_US |
curtin.faculty | Science and Engineering | en_US |
curtin.contributor.orcid | Tao, Ran [0000-0002-0896-0888] | en_US |