Dynamic prediction of over-excavation gap due to posture adjustment of shield machine in soft soil
The probability analysis of ground deformation is becoming a trend to estimate and control the risk brought by shield tunnelling. The gap parameter is regarded as an effective tool to estimate the ground loss of tunnelling in soft soil. More specifically, ω, which is a gap parameter component define...
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| Principais autores: | , , , , |
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| Format: | Artigo |
| Sprog: | Inglês |
| Udgivet: |
KeAi Communications Co., Ltd.
2024-06-01
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| Serier: | Underground Space |
| Fag: | |
| Online adgang: | http://www.sciencedirect.com/science/article/pii/S2467967423001496 |
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