Cylindrical cavity expansion and contraction in pressure sensitive geomaterials

DOI10.1007/BF01181993zbMath0884.73025OpenAlexW2082309454MaRDI QIDQ1357024

David Durban, Panos Papanastasiou

Publication date: 16 June 1997

Published in: Acta Mechanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf01181993

zbMATH Keywords

hardeningeffective stresscavitation limitthin walled cylindersCastlegate sandstoneDrucker-Prager solidhole closure problemlarge strain pressure-sensitive plasticityMohr-Coulomb solidplane-strain axially-symmetric deformationtriaxial calibration test

Mathematics Subject Classification ID

Large-strain, rate-dependent theories of plasticity (74C20) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15) Plastic materials, materials of stress-rate and internal-variable type (74C99) Geophysical solid mechanics (74L05)

Related Items (7)

Plastic instabilities in porous cylinders under remote triaxial loading ⋮ Enlargement of a circular hole in a disc of plastically compressible material ⋮ Dynamic enlargement of a hole in a sheet: crater formation and propagation of cylindrical shock waves ⋮ Cylindrical cavity expansion in compressible Mises and Tresca solids ⋮ Plastic design theory of frozen wall thickness in an ultradeep soil layer considering large deformation characteristics ⋮ A numerical approach for the quasi-plane strain-softening problem of cylindrical cavity expansion based on the Hoek-Brown failure criterion ⋮ Energy dissipation analysis for large-strain cylindrical cavity expansion problem in cohesive-frictional soils

Cites Work

• A finite strain axially-symmetric solution for elastic tubes
• Finite straining of pressurized compressible elasto-plastic tubes
• A General Solution for the Pressurized Elastoplastic Tube
• Large Strain Solution for Pressurized Elasto/Plastic Tubes
• Spherical Cavity Expansion in a Drucker-Prager Solid
• Soil mechanics and plastic analysis or limit design

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