Model experimental investigation on staggered segmental tunnel linings considering the surrounding soil pressure
Abstract The surrounding soil pressure will significantly impact the existing tunnel lining. To study the deformation characteristics of the staggered segmental tunnel linings structure under this pressure, a model test device considering surrounding soil pressure effects is designed. This device si...
Saved in:
| Main Authors: | Mingyu Li, Jinghui Yang, Jian Chen, Gongbiao Yang, Longji Wu, Zhiyong Liu, Junwei Jin |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Nature Portfolio
2025-04-01
|
| Series: | Scientific Reports |
| Subjects: | |
| Online Access: | https://doi.org/10.1038/s41598-025-97013-3 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Characteristics of deformation and defect of shield tunnel in coastal structured soil in China
by: Fanyan Meng, et al.
Published: (2025-04-01) -
Experimental study on the active repair and reinforcement of a shield tunnel lining with excessive transverse deformation
by: Junxian Xiao, et al.
Published: (2025-12-01) -
Safety Risk Assessment of Double-Line Tunnel Crossings Beneath Existing Tunnels in Complex Strata
by: Bafeng Ren, et al.
Published: (2025-06-01) -
Study on Deformation Law and Reinforcement Effects of Metro Shield Tunnel Segments under Loading and Unloading
by: XU Hao, et al.
Published: (2025-03-01) -
Experimental Verification on Stiffness Effective Rate for Shield Tunnel 3D Printing Model
by: CHEN Li, et al.
Published: (2025-04-01)