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...

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Autores principales:	Gongliang Xiang, Ming Tao, Rui Zhao, Huatao Zhao, Muhammad Burhan Memon, Chengqing Wu
Formato:	Artigo
Lenguaje:	Inglês
Publicado:	KeAi Communications Co., Ltd. 2024-04-01
Colección:	Underground Space
Materias:	Water-rich tunnel Two-phase dynamic theory Wave scattering Transient response Dynamic stress concentration
Acceso en línea:	http://www.sciencedirect.com/science/article/pii/S2467967423001277
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