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...
Hlavní autoři: | Xinzhe Li, Xiulei Li, Chao Yang |
---|---|
Médium: | Článek |
Jazyk: | English |
Vydáno: |
Frontiers Media S.A.
2022-08-01
|
Edice: | Frontiers in Earth Science |
Témata: | |
On-line přístup: | https://www.frontiersin.org/articles/10.3389/feart.2022.987294/full |
Podobné jednotky
-
Investigation of Quantitative Evaluation Method and Engineering Application of Shallow Buried Tunnel Face Stability
Autor: Guan-Nan Zhou, a další
Vydáno: (2022-06-01) -
A Study on Deformation Characteristics and Stability of Soft Surrounding Rock for a Shallow-Buried Tunnel
Autor: Jianqing Jia, a další
Vydáno: (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
Autor: Ziyong He, a další
Vydáno: (2020-01-01) -
Characteristics of shallow buried karst and its safety distance to tunnel in wuxi city, China
Autor: Shulan Guo, a další
Vydáno: (2024-01-01) -
Dynamic risk evaluation method of collapse in the whole construction of shallow buried tunnels and engineering application
Autor: Zhiqiang Li, a další
Vydáno: (2022-02-01)