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...
| الحاوية / القاعدة: | Chengshi guidao jiaotong yanjiu |
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| المؤلف الرئيسي: | |
| التنسيق: | مقال |
| اللغة: | الصينية |
| منشور في: |
Urban Mass Transit Magazine Press
2024-06-01
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| الموضوعات: | |
| الوصول للمادة أونلاين: | https://umt1998.tongji.edu.cn/journal/paper/doi/10.16037/j.1007-869x.2024.06.019.html |