Three-dimensional seismic face stability of shield tunnels in undrained clay
Tunnel face stability has received increasing research interest over the past few decades. However, computing time-efficient and safe three-dimensional solutions under seismic loading is still an unsolved problem, while case studies indicate that seismic loading can be one critical destabilizing fac...
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| Hauptverfasser: | , , , |
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| Format: | Artigo |
| Sprache: | Inglês |
| Veröffentlicht: |
KeAi Communications Co., Ltd.
2024-04-01
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| Schriftenreihe: | Underground Space |
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| Online-Zugang: | http://www.sciencedirect.com/science/article/pii/S2467967423001241 |
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