Numerical Analysis of Ground Settlement Patterns Resulting from Tunnel Excavation in Composite Strata

Numerical Analysis of Ground Settlement Patterns Resulting from Tunnel Excavation in Composite Strata

Cross-river twin tunnels are prone to deformation and uneven settlement of the surrounding soil due to the complexity of the strata crossed, which has a negative impact on the tunnel structure. A numerical calculation model was established using the COMSOL Multiphysics to study the effects of twin t...

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Bibliographic Details
Main Authors: Huijuan Deng, Ping Cao, Yinzhu Liu, Zhizhen Liu, Gang Meng, Zhi Fan, Weiping Xie
Format: Article
Language:English
Published: MDPI AG 2022-05-01
Series:Applied Sciences
Subjects:
cross-river tunnel excavation
composite strata
ground settlement
numerical modeling
Online Access:https://www.mdpi.com/2076-3417/12/11/5479

Internet

https://www.mdpi.com/2076-3417/12/11/5479

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