Hydro-mechanical response of excavating tunnel in deep saturated ground
Abstract Excavating a tunnel in a deep and saturated ground affects the short- and long-term hydro-mechanical (H-M) response in the ground surrounding the opening. However, the interactions between transient pore pressure behavior and the corresponding deformation and stresses in the ground ahead of...
| Glavni autori: | , |
|---|---|
| Format: | Članak |
| Jezik: | English |
| Izdano: |
SpringerOpen
2020-12-01
|
| Serija: | International Journal of Geo-Engineering |
| Teme: | |
| Online pristup: | https://doi.org/10.1186/s40703-020-00128-x |