Dynamic responses and failure mechanisms of the existing tunnel under transient excavation unloading of an adjacent tunnel
Engineering disasters (e.g. rock slabbing and rockburst) of the tunnel groups induced by the transient excavation of an adjacent tunnel threaten the stability of the existing tunnel, especially for those excavated by using the drill and blast tunneling (D&B). However, the dynamic response and fa...
| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2023-11-01
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| Series: | Journal of Rock Mechanics and Geotechnical Engineering |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S1674775523001191 |