Research on Seepage Field and Stress Field of Deep-Buried Subsea Tunnel with Anisotropic Permeability of the Surrounding Rock
Deep-buried subsea tunnels are often under high water pressure conditions, and the influence of the seepage field on the tunnel cannot be ignored. Existing studies generally assume that the surrounding rock exhibits permeability isotropy; this study developed a model of deep-buried subsea tunnel tha...
Saved in:
| Main Authors: | Yunlong Yu, Bo Jin |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-04-01
|
| Series: | Journal of Marine Science and Engineering |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2077-1312/13/5/825 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Improvement of Mohr-Coulomb criterion for designing pavements of roads of low traffic intensity
by: A. S. Aleksandrov, et al.
Published: (2024-11-01) -
Degradation Characteristics and Mechanisms of Steel Fiber-Reinforced Concrete Linings in Subsea Tunnels: Insights from Accelerated Erosion Tests with Applied Electric Fields
by: Longhai Wei, et al.
Published: (2025-03-01) -
A Modified Nonlinear Mohr–Coulomb Failure Criterion for Rocks Under High-Temperature and High-Pressure Conditions
by: Zhuzheng Li, et al.
Published: (2025-07-01) -
Analytical study of groundwater flow field and inrush flux distribution for deeply-buried circular arched tunnels
by: Yunbo WEI, et al.
Published: (2024-11-01) -
3D Modelling approach to identify parametric configurations for pillar stability in underground metal mine: a case study
by: Abhishek Mehra, et al.
Published: (2024-12-01)