A comparison study of face stability between the entering and exiting a shallow-buried tunnel with a front slope
Worldwide, it is a great challenge to tunnel in portal section, where excessive deformation, cracking, or even collapse often occurs during the construction process. This paper presents a comparison study of face stability between entering and exiting a shallow-buried tunnel with a front slope. Firs...
Κύριοι συγγραφείς: | Xinzhe Li, Xiulei Li, Chao Yang |
---|---|
Μορφή: | Άρθρο |
Γλώσσα: | English |
Έκδοση: |
Frontiers Media S.A.
2022-08-01
|
Σειρά: | Frontiers in Earth Science |
Θέματα: | |
Διαθέσιμο Online: | https://www.frontiersin.org/articles/10.3389/feart.2022.987294/full |
Παρόμοια τεκμήρια
Παρόμοια τεκμήρια
-
Investigation of Quantitative Evaluation Method and Engineering Application of Shallow Buried Tunnel Face Stability
ανά: Guan-Nan Zhou, κ.ά.
Έκδοση: (2022-06-01) -
A Study on Deformation Characteristics and Stability of Soft Surrounding Rock for a Shallow-Buried Tunnel
ανά: Jianqing Jia, κ.ά.
Έκδοση: (2024-07-01) -
Numerical Parametric Study of Countermeasures to Alleviate the Tunnel Excavation Effects on an Existing Tunnel in a Shallow-Buried Environment near a Slope
ανά: Ziyong He, κ.ά.
Έκδοση: (2020-01-01) -
Characteristics of shallow buried karst and its safety distance to tunnel in wuxi city, China
ανά: Shulan Guo, κ.ά.
Έκδοση: (2024-01-01) -
Dynamic risk evaluation method of collapse in the whole construction of shallow buried tunnels and engineering application
ανά: Zhiqiang Li, κ.ά.
Έκδοση: (2022-02-01)