Multiple Disturbances of Existing Tunnels Caused by Deep Excavation and New Shield Tunnel
With the continuous development of urban underground spaces, new underground engineering approaches are becoming more similar to existing operating tunnels. Existing research is typically concerned with the impact of a single project, such as a new tunnel or deep excavation, on existing shield tunne...
Saved in:
Main Authors: | Haoran Li, Fei Ye, Enjie Su, Xingbo Han |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2023-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2023/7297089 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Analysis of Shear Stagger Deformation of Existing Shield Tunnel below Induced by Quasirectangular Shield Tunneling
by: Kun Zhang, et al.
Published: (2023-01-01) -
Three-dimensional discrete element analysis of the excavation face stability of deep-buried shield tunnels
by: Xin Huang, et al.
Published: (2025-02-01) -
Deformation and Reinforcement of the Existing Tunnel Affected by New Shield Tunnel Construction with Small Clearance
by: Junchao Zhang, et al.
Published: (2025-01-01) -
Instability Mechanism of Cavity-Bearing Formation under Tunnel Excavation Disturbance
by: Tao Liu, et al.
Published: (2020-01-01) -
Study on the Effect of Foundation Pit Excavation on the Deformation of Adjacent Shield Tunnel
by: Cirong Lu, et al.
Published: (2022-01-01)