Analytical prediction of tunneling-induced ground movements and liner deformation in saturated soils considering influences of shield air pressure

DOI10.1016/j.apm.2019.10.025zbMath1481.74553OpenAlexW2981233720WikidataQ127023257 ScholiaQ127023257MaRDI QIDQ1988897

Chengping Zhang, Maosong Huang, Kangming Jiang, Qiaomu Bai, Zhi-Guo Zhang

Publication date: 24 April 2020

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

Full work available at URL: https://doi.org/10.1016/j.apm.2019.10.025

zbMATH Keywords

air pressuresaturated soilsground movementsground-liner interactionoval-shaped deformation patternshield-driven tunneling

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Soil and rock mechanics (74L10)

Cites Work

• Deformations of an elastic half plane with a circular cavity
• Elastic analytical solution of shallow tunnel owing to twin tunnelling based on a unified displacement function
• A complex variable solution for a deforming buoyant tunnel in a heavy elastic half-plane
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