Structural responses and treatments of shield tunnel due to leakage: A case study
•Structural responses and treatments of shield tunnel due to leakage is reported.•There is significant differential settlement and convergence caused by leakage.•Concrete around the circumferential joints spalled caused by the dislocation.•Grouting and the ‘*’ support in time are efficient treatment...
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Veröffentlicht in: | Tunnelling and underground space technology 2020-09, Vol.103, p.103471, Article 103471 |
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Hauptverfasser: | , , , , , , |
Format: | Artikel |
Sprache: | eng |
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