Study on the Influence Characteristics of Excavation Face Instability of New Tunnels Orthogonally Crossing Existing Tunnels
This study aims to solve the problem of stability of the excavation surface of a new tunnel crossing an existing tunnel orthogonally. The relative horizontal spacing between the two tunnels is taken as an influencing factor, and transparent soil model tests are conducted and expanded with numerical...
Saved in:
| Main Authors: | Shaokun Ma, Zhang Zhou, Zhibo Duan, Zhen Huang, Benfu He, Pengtao An, Jinmei Li |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2024-11-01
|
| Series: | Applied Sciences |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2076-3417/14/22/10521 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
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) -
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) -
Study on Stability of Small Clearance Shield Tunnel Excavation Face
by: GAO Qi
Published: (2025-01-01) -
Stability Study of Shield Tunnel Excavation Face Induced by Shield Chamber Pressure Entering in Shallow-Buried Sand Stratum
by: GE Jun
Published: (2025-01-01)