Comparative Study of the Excavation Damage and Rockburst of the Deeply Buried Jinping II Diversion Tunnels Using a TBM and the Drilling-Blasting Method
The rock mass failure induced by high in-situ stresses during the excavation of deep diversion tunnels is one of the key problems in the construction of the Jinping II Hydropower Station. Based on the results of acoustic wave tests and rockburst statistical analysis conducted, this study focuses on...
Saved in:
| Main Authors: | Jing Yang, Xing-Guo Yang, Jia-Wen Zhou, Yong Liu, Bao-Shun Dong, Hai-Bo Li |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2020-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2020/8876214 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Microseismic Monitoring of Energy Changes in Deep Tunnels during the TBM Tunneling of the Jinping II Hydropower Station
by: Duanyang Zhuang, et al.
Published: (2018-01-01) -
Comparative Study of Construction Methods for Deeply Buried Soil Tunnels
by: Ziguang Zhang, et al.
Published: (2025-05-01) -
Damage Mechanism of Surrounding Rock under Blasting Excavation of the Tunnel
by: Yaoxin Li, et al.
Published: (2024-01-01) -
Study on Rockburst Nucleation Process of Deep-Buried Tunnels Based on Microseismic Monitoring
by: Qun Yu, et al.
Published: (2015-01-01) -
Construction Technique of Long-Span Shallow-Buried Tunnel Considering the Optimal Sequence of Pilot-Tunnel Excavation
by: Bao Jin, et al.
Published: (2015-01-01)