Dynamic Response Simulation of the Pile-soil Composite Foundation and Adjacent Metro Tunnel under High-speed Train Load
Objective As a typical vibration load, the vibration load caused by high-speed train running will induce dynamic response of the pile-soil foundation and the adjacent structures. It is necessary to study the characteristics of the dynamic response of the pile-soil composite foundation and the adjace...
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| Formato: | Artigo |
| Idioma: | Chinês |
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Urban Mass Transit Magazine Press
2024-06-01
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| Series: | Chengshi guidao jiaotong yanjiu |
| Assuntos: | |
| Acceso en liña: | https://umt1998.tongji.edu.cn/journal/paper/doi/10.16037/j.1007-869x.2024.06.019.html |
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