Bifurcation analysis of deep boreholes: II. Scale effect

DOI10.1002/NAG.1610130206zbMath0732.73054OpenAlexW2089808694MaRDI QIDQ3358322

P. Papanastasiou, I. G. Vardoulakis

Publication date: 1989

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.1610130206

zbMATH Keywords

eigenvalue problemuniform stress at infinitycohesive-frictional, incompressible materialsCosserat structureinhomogeneous bifurcation problemSurface in stabilities

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Fracture and damage (74R99) Soil and rock mechanics (74L10)

Related Items (4)

Loss of uniqueness of numerical solutions of the borehole problem modelled with enhanced media ⋮ Bifurcation analysis of the triaxial test on rock specimens. A theoretical model for shape and size effect ⋮ Borehole failure analysis in a sandstone under anisotropic stresses ⋮ Energy dissipation analysis for large-strain cylindrical cavity expansion problem in cohesive-frictional soils

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