A complex variable solution for a deforming buoyant tunnel in a heavy elastic half-plane
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Publication:4797933
DOI10.1002/nag.246zbMath1032.74038OpenAlexW2020378393MaRDI QIDQ4797933
O. Erik Strack, Arnold Verruijt
Publication date: 10 March 2003
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.246
Soil and rock mechanics (74L10) Conformal mappings of special domains (30C20) Explicit solutions of equilibrium problems in solid mechanics (74G05)
Related Items (11)
Analytical solutions for the displacement and stress of lined circular tunnel subjected to surcharge loadings in semi-infinite ground ⋮ Elastic analysis of a half-plane containing an inclusion and a void using a mixed volume and boundary integral equation method ⋮ Modified complex variable method for displacement induced by surcharge loads and shallow tunnel excavation ⋮ A boundary integral method for multiple circular holes in an elastic half-plane ⋮ Analytic stress solution for a circular tunnel in half plane with a concentrated force ⋮ Semi-analytical solution for stress and displacement of lined circular tunnel at shallow depths ⋮ Analytical prediction of tunneling-induced ground movements and liner deformation in saturated soils considering influences of shield air pressure ⋮ A complex variable solution for rectangle pipe jacking in elastic half-plane ⋮ Mathematical modelling for ground consolidation settlements induced by lining leakage of shield tunnel under train loading in viscoelastic porous soils ⋮ Complex variable solutions for shallow twin tunnelling in visco-elastic geomaterial considering buoyancy effect and equivalent three-dimensional effects of tunnel faces ⋮ A complex variable solution for stress and displacement field around a lined circular tunnel at great depth
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