A semi-analytical solution for shallow tunnels with radius-iterative-approach in semi-infinite space

DOI10.1016/J.APM.2019.04.007zbMath1481.74090OpenAlexW2937559642MaRDI QIDQ1984947

Feng Wang, Jin-feng Zou, An Wei

Publication date: 7 April 2020

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

Full work available at URL: https://doi.org/10.1016/j.apm.2019.04.007

zbMATH Keywords

plastic regionelastic-plastic solutionsemi-infinite spaceshallow tunnelstrain-softening rock

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10)

Related Items (3)

Analytical solutions for the displacement and stress of lined circular tunnel subjected to surcharge loadings in semi-infinite ground ⋮ Theoretical analysis of three-dimensional ground displacements induced by shield tunneling ⋮ Limit analysis of shallow tunnels collapse problem with optimized solution

Cites Work

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• Deformations of an elastic half plane with a circular cavity
• Elasto-plastic solution for shallow tunnel in semi-infinite space
• Ground response curves for rock masses exhibiting strain-softening behaviour
• Plasticity solutions for soil behaviour around contracting cavities and tunnels

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