Código QR (código de barras bidimensional)

Deformation Control of Shield Tunnels Affected by Staged Foundation Pit Excavation: Analytical Method and Case Study

The unloading effect induced by foundation pit excavation leads to soil deformation, which may adversely affect the underlying tunnel. Foundation pit excavation is a three-dimensional (3D) deformation process, whereas most existing methods are based on a two-dimensional (2D) plane assumption. To imp...

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Principais autores: Gang Wei, Yebo Zhou, Zhe Wang, Qiankan Wang, Chenyang Lu, Guohui Feng
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2025-06-01
Serier:Buildings
Fag:
shield tunnel
image source method
foundation pit engineering
staged excavation
longitudinal deformation
analytical solution
Online adgang:https://www.mdpi.com/2075-5309/15/12/2046
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