Bifurcation analysis of the triaxial test on rock specimens. A theoretical model for shape and size effect

DOI10.1007/BF01172981zbMath0721.73020MaRDI QIDQ2641140

I. G. Vardoulakis, Jean Sulem

Publication date: 1990

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

zbMATH Keywords

Cosserat continuumpressure sensitivecohesive- frictionaldeformation theory of elasto-plasticitydilatant material with microstructure

Mathematics Subject Classification ID

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

Related Items

Borehole failure analysis in a sandstone under anisotropic stresses

Cites Work

• Unnamed Item
• Bifurcation analysis of the onset of necking in an elastic/plastic cylinder under uniaxial tension
• Rigid granular plasticity model and bifurcation in the triaxial test
• Constitutive properties of dry sand observable in the triaxial test
• Bifurcation analysis of the triaxial test on sand samples
• Micro-structure in linear elasticity
• Bifurcation analysis of deep boreholes: II. Scale effect
• Das Cosserat Kontinuum
• Axisymmetric bifurcation in an elastic-plastic cylinder under axial load and lateral hydrostatic pressure