Behaviour of Horseshoe-Shaped Tunnel Subjected to Different In Situ Stress Fields
At great depths, tunnel openings experience a tectonic stress field rather than overburden stress. This paper aims to examine the impact of different in situ stress ratios and multiple tunnel depths below the surface on the excavation induced-stresses and displacements around tunnel openings. Thus,...
Main Authors: | Wael R. Abdellah, Abdel Kader A. Haridy, Abdou Khalaf Mohamed, Jong-Gwan Kim, Mahrous A. M. Ali |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-05-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/12/11/5399 |
Similar Items
-
Tunnels with in-situ pressed concrete lining /
by: 308237 Marennyi, Ya. I., et al.
Published: (1993) -
Mechanical Behaviors of Existing Large-Diameter Tunnel Induced by Horseshoe-Shaped Undercrossing Twin Tunnels in Gravel
by: Jianye Li, et al.
Published: (2022-07-01) -
Characterization of Underlying Twin Shield Tunnels Due to Foundation-Excavation Unloading in Soft Soils: An Experimental and Numerical Study
by: Xiaodong Cheng, et al.
Published: (2021-11-01) -
Tunnels and tunneling
Published: (1969) -
Tunnels and tunneling [mikrofilem]
Published: (1984)