Application of the exact constitutive relationship of modified Cam clay to the undrained expansion of a spherical cavity

DOI10.1002/NAG.892zbMath1274.74195OpenAlexW2105603135MaRDI QIDQ2855245

Vincenzo Silvestri, Ghassan Abou-Samra

Publication date: 25 October 2013

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.892

zbMATH Keywords

triaxial compressionconstitutive relationspherical cavityelastic and plastic shear strainsmodified Cam clay modelundrained expansionvirgin-compressed clay

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10)

Cites Work

• UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS
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