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...
Main Authors: | Xinzhe Li, Xiulei Li, Chao Yang |
---|---|
格式: | Article |
語言: | English |
出版: |
Frontiers Media S.A.
2022-08-01
|
叢編: | Frontiers in Earth Science |
主題: | |
在線閱讀: | https://www.frontiersin.org/articles/10.3389/feart.2022.987294/full |
相似書籍
-
Investigation of Quantitative Evaluation Method and Engineering Application of Shallow Buried Tunnel Face Stability
由: Guan-Nan Zhou, et al.
出版: (2022-06-01) -
A Study on Deformation Characteristics and Stability of Soft Surrounding Rock for a Shallow-Buried Tunnel
由: Jianqing Jia, et al.
出版: (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
由: Ziyong He, et al.
出版: (2020-01-01) -
Characteristics of shallow buried karst and its safety distance to tunnel in wuxi city, China
由: Shulan Guo, et al.
出版: (2024-01-01) -
Analysis of Arch Forming Factors of Shallow Buried Hard Rock Tunnel under Overlying Load
由: Lixue Cao, et al.
出版: (2023-08-01)