Intelligent GPR Detection of Backfill Grouting Quality and Adjacent Soil Cavities in Shield Tunnels: A Case Study
During the construction of shield tunnels, backfill grouting behind segmental linings is a crucial technique for filling the shield tail gap resulting from over-excavation by the cutter head. Direct observation of grouting thickness distribution is challenging, necessitating nondestructive testing (...
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| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2025-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/adce/5558241 |
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