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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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Principais autores: Hongtao Mao, Zhinan Hu, Wenzheng Wang, Zhichun Liu, Huijun Yang, Biao Li, Yonggang Wang
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2024-07-01
Serier:Buildings
Fag:
two-stage analysis method
foundation pit construction
existing tunnel
theoretical analysis
mechanical response
Online adgang:https://www.mdpi.com/2075-5309/14/7/2246
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