Vibration-induced Dynamic Response Analysis of Adjacent Single Pile in Subway Shield Tunneling
ObjectiveSubway shield tunneling operations in hard rock strata are highly prone to inducing vibration in ground surface and adjacent pile foundations. To ensure the safety of surrounding structures, it is essential to analyze the dynamic response patterns of adjacent single piles during shield tunn...
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| Autors principals: | , , , , , |
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| Format: | Artigo |
| Idioma: | Chinês |
| Publicat: |
Urban Mass Transit Magazine Press
2026-03-01
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| Col·lecció: | Chengshi guidao jiaotong yanjiu |
| Matèries: | |
| Accés en línia: | https://doi.org/10.16037/j.1007-869x.20240274?pageType=en |
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