Theoretical analysis of three-dimensional ground displacements induced by shield tunneling

DOI10.1016/J.APM.2019.10.014zbMath1481.74539OpenAlexW2980391818MaRDI QIDQ2174332

Shen Xiang, Jin Dalong, Yuan Dajun

Publication date: 21 April 2020

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2019.10.014

zbMATH Keywords

twin tunnelingground movementshield tunnelingsoil-shield machine interaction

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (2)

Mathematical modelling for shield tunneling induced displacement effects on in-service tunnel: theoretical solution including shearing deformation of segment and stiffness reduction of circumferential joints ⋮ Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils

Cites Work

• Unnamed Item
• Unnamed Item
• Deformations of an elastic half plane with a circular cavity
• A semi-analytical solution for shallow tunnels with radius-iterative-approach in semi-infinite space
• Analytical stress and displacement around non-circular tunnels in semi-infinite ground
• Elastic analytical solution of shallow tunnel owing to twin tunnelling based on a unified displacement function

This page was built for publication: Theoretical analysis of three-dimensional ground displacements induced by shield tunneling