Numerical Analysis of the Influence of Foundation Pit Blasting on a Nearby Metro Tunnel
It is important to guarantee the safety of adjacent underground structures during the foundation pit blasting excavation of modern city construction. The blasting excavation construction of a large, deep foundation pit near an existing metro station of Guangzhou Metro Line 3 is used as the example i...
Saved in:
| Main Authors: | Haibo Wang, Yaoyao Wang, Mengxiang Wang, Qi Zong |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2021-01-01
|
| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2021/5585726 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Impact Numerical Simulation of Steel Sheet Pile Foundation Pit Excavation on Underlying Metro Tunnels
by: HAN Yufeng, et al.
Published: (2025-07-01) -
A Numerical Investigation of the Deformation Mechanism of a Large Metro Station Foundation Pit under the Influence of Hydromechanical Processes
by: Yan Wang, et al.
Published: (2021-01-01) -
Influence of Foundation Pit Excavation on Tunnels at Different Locations
by: Chengwu Wang, et al.
Published: (2022-01-01) -
Numerical Investigation of the Influence of Foundation Pit Excavation on the Deformation of Underlying Tunnels Based on a Multi-Factor Orthogonal Test
by: Qingshan Wang, et al.
Published: (2024-08-01) -
Crack mechanism of shield tunnel under excavation of foundation pit
by: Yang Yu, et al.
Published: (2025-02-01)