Calculation Method for Settlement Deformation of Existing Tunnel Induced by Underpass Construction
To explore the calculation method of settlement and deformation of existing tunnels induced by excavation, the energy method is adopted to analyze the work done by the existing tunnels with additional loads during excavation and the additional stresses caused by shield cutter thrust, shield shell, e...
Saved in:
| Main Authors: | Lan Cao, Jie Zhang, Jia-Hua Xie, Yu-Liang Lin, Guo-Lin Yang |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-02-01
|
| Series: | Applied Sciences |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2076-3417/15/5/2430 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Impact of Shield Under-Passing on Existing Tunnel Settlement Considering Construction Factors
by: XUE Ziqian, et al.
Published: (2025-05-01) -
Simplified Calculation Method for Existing Tunnel Settlement Caused by Shield Under-passing Based on Timoshenko-PasternakModel
by: WANG Liang, et al.
Published: (2024-10-01) -
Safety Risk Assessment of Double-Line Tunnel Crossings Beneath Existing Tunnels in Complex Strata
by: Bafeng Ren, et al.
Published: (2025-06-01) -
Deformation Patterns and Control of Existing Tunnels Induced by Coastal Foundation Pit Excavation
by: Tao Liu, et al.
Published: (2025-04-01) -
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)