Analysis of lateral soil displacements induced by synchronous grouting in large-diameter shield tunnelling: a case study
Abstract Soil displacement during underground tunnel construction has become a focal concern in recent decades. Numerous seismic events have revealed that many large deformation of the ground surface was due to underground tunnel construction, especially for the large-diameter shield tunnelling. Eva...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Nature Portfolio
2025-04-01
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| Series: | Scientific Reports |
| Subjects: | |
| Online Access: | https://doi.org/10.1038/s41598-025-91854-8 |
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