Analysis of undrained cavity expansion in elasto-plastic soils with non-linear elasticity

DOI10.1002/NAG.189zbMath1082.74536OpenAlexW2010956535MaRDI QIDQ4331387

Cee Ing Teh, Ming-Fang Chang, Lai Fa Cao

Publication date: 2002

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.189

zbMATH Keywords

critical state modelpressuremeter testmodified Cam clay model

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (2)

On the problem of cavity expansion in unsaturated soils ⋮ Energy dissipation analysis for large-strain cylindrical cavity expansion problem in cohesive-frictional soils

Cites Work

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• THE QUASI-STATIC EXPANSION OF A SPHERICAL CAVITY IN METALS AND IDEAL SOILS
• Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity
• UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS

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