A rigid true triaxial apparatus for analyses of deformation and failure features of deep weak rock under excavation stress paths
The squeezing scenario in deep weak rock tunnels can hinder underground construction. However, due to the limitations of test technologies at hand, the real excavation stress path cannot be mimicked in the laboratory. Thus, the large deformation mechanism of deep weak rocks still remains unclear. Fo...
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| Hlavní autoři: | , , , , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Elsevier
2023-05-01
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| Edice: | Journal of Rock Mechanics and Geotechnical Engineering |
| Témata: | |
| On-line přístup: | http://www.sciencedirect.com/science/article/pii/S1674775522001871 |
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