Crack mechanism of shield tunnel under excavation of foundation pit
The segmental tunnel lining of existing shield tunnels is highly susceptible to crack and water leakage due to the excavation and unloading effects of adjacent foundation pits, posing significant risks to tunnel operational safety. Consequently, the effective control of crack damage is of paramount...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
AIP Publishing LLC
2025-02-01
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| Series: | AIP Advances |
| Online Access: | http://dx.doi.org/10.1063/5.0249750 |