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2D and 3D upper bound solutions for tunnel excavation using ‘elastic’ flow fields

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Publication:4933166
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DOI10.1002/NAG.597zbMath1196.74126OpenAlexW2023609249MaRDI QIDQ4933166

M. D. Bolton, Assaf Klar, Ashraf S. Osman

Publication date: 12 October 2010

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.597


zbMATH Keywords

upper boundplasticitystability problemtunnels


Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Soil and rock mechanics (74L10)


Related Items (2)

Estimation of lining pressure for stability of elliptical tunnel in cohesive-frictional soils ⋮ An analytical method of continuous upper bound limit analysis for the stability of shallow shield tunnels in cohesive-frictional soils







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