Dynamic response of water-rich tunnel subjected to plane P wave considering excavation induced damage zone
The stability analysis of a deep buried tunnel subjected to dynamic disturbance is an important issue. In this study, the transient response has been obtained by establishing a water-rich tunnel model considering excavation damage zone (EDZ). Based on Biot’s two-phase dynamic theory and wave functio...
محفوظ في:
| المؤلفون الرئيسيون: | , , , , , |
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| التنسيق: | Artigo |
| اللغة: | Inglês |
| منشور في: |
KeAi Communications Co., Ltd.
2024-04-01
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| سلاسل: | Underground Space |
| الموضوعات: | |
| الوصول للمادة أونلاين: | http://www.sciencedirect.com/science/article/pii/S2467967423001277 |
| الوسوم: |
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