Analysis of settlement and deformation of subway double line shield beneath existing railway roadbeds
Abstract In order to study the settlement and deformation characteristics of the existing railway roadbed during the continuous underpass of the existing railway under the construction of the double-line shield tunnel, based on the continuous underpass of several existing railway projects of Changzh...
Saved in:
| Main Author: | Yibo Wang |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Springer
2025-04-01
|
| Series: | Discover Applied Sciences |
| Online Access: | https://doi.org/10.1007/s42452-025-06758-z |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Basic provisions for the design of the roadbed for high-speed railway lines
by: P. I. Dydyshko, et al.
Published: (2017-12-01) -
Influence of impact forces on the strength characteristics of the railway roadbed
by: O. G. Krasnov, et al.
Published: (2017-04-01) -
Influences of Urban Viaduct Pier Caps on Uneven Settlement of Roadbed
by: Bin Hu, et al.
Published: (2019-01-01) -
Deformation and Dynamic Response Analysis of Metro Shield Tunnel Under-Crossing Existing Railway Frame Bridge
by: TANG Xinhui, et al.
Published: (2025-04-01) -
Safety Risk Assessment of Double-Line Tunnel Crossings Beneath Existing Tunnels in Complex Strata
by: Bafeng Ren, et al.
Published: (2025-06-01)