Mechanical Response and Control Measures of Pile Foundations under Close-Range Shield Tunneling in Water-Rich Sandy Pebble Strata
By relying on the foundation engineering of pile foundations for the Chengdu Metro Line 27 shield tunneling through interchange bridges, three-dimensional numerical simulation results are used to verify field measurements. This study investigates the horizontal displacement, vertical displacement, a...
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| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2024-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2024/4364716 |
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