Two-Stage Analysis Method for the Mechanical Response of Adjacent Existing Tunnels Caused by Foundation Pit Excavation

With the advancement of urban underground space networks, there has been a rise in foundation pit projects near existing tunnels. The construction of these foundation pits adjacent to existing tunnels can result in soil disturbance and stress redistribution, leading to additional deformation and int...

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Autores principales:	Hongtao Mao, Zhinan Hu, Wenzheng Wang, Zhichun Liu, Huijun Yang, Biao Li, Yonggang Wang
Formato:	Artigo
Lenguaje:	Inglês
Publicado:	MDPI AG 2024-07-01
Colección:	Buildings
Materias:	two-stage analysis method foundation pit construction existing tunnel theoretical analysis mechanical response
Acceso en línea:	https://www.mdpi.com/2075-5309/14/7/2246
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