Excavation Sequence and Surrounding Rock Mass Stability of Large-Scale Underground Engineering with 8 Tunnels
In some large-scale hydroelectric power projects, there are more than 3 tunnels that are too close to each other to eliminate the mutual influence during the excavation period, especially for large-scale tunnel groups. In this paper, aimed at analyzing the Bukun hydropower station consisting of 8 tu...
Saved in:
| Main Authors: | Zhiqiang Zhang, Mingming He, Fangfang Chen, Ning Li |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2020-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2020/3207072 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
An Analytical Calculation Method for Displacement Criterion on Tunnel Surrounding Rock Mass Stability
by: Zhiqiang Zhang, et al.
Published: (2022-01-01) -
Influence of Fault on the Surrounding Rock Stability for a Mining Tunnel: Distance and Tectonic Stress
by: Zhiqiang Zhang, et al.
Published: (2019-01-01) -
Damage Mechanism of Surrounding Rock under Blasting Excavation of the Tunnel
by: Yaoxin Li, et al.
Published: (2024-01-01) -
Experimental Study on the Influence of Sidewall Excavation Width and Rock Wall Slope on the Stability of the Surrounding Rock in Hanging Tunnels
by: Hao Zhang, et al.
Published: (2024-10-01) -
Research on the Reasonable Strengthening Time and Stability of Excavation Unloading Surrounding Rock of High-Stress Rock Mass
by: Wensong Xu, et al.
Published: (2021-01-01)