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Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity

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Publication:4194598
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DOI10.1002/nag.1610030402zbMath0407.73084OpenAlexW2036097634MaRDI QIDQ4194598

John P. Carter, C. P. Wroth, Mark F. Randolph

Publication date: 1979

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.1610030402


zbMATH Keywords

Darcy's LawPore PressureCavity ExpansionEffective Stress-Strain Law


Mathematics Subject Classification ID

Soil and rock mechanics (74L10)


Related Items (2)

Analysis of undrained cavity expansion in elasto-plastic soils with non-linear elasticity ⋮ A combined neural network/gradient-based approach for the identification of constitutive model parameters using self-boring pressuremeter tests



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