An unsaturated soil model with minimal number of parameters based on bounding surface plasticity

DOI10.1002/nag.871zbMath1273.74289OpenAlexW1992286571MaRDI QIDQ2854926

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Publication date: 24 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.871

zbMATH Keywords

hardeningelastoplasticitysuctionexperimental validationcritical stateequivalent pore pressure

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (2)

Some general remarks on hyperplasticity modelling and its extension to partially saturated soils ⋮ Finite element solution for static and dynamic interactions of cylindrical rigid objects and unsaturated granular soils

Cites Work

• Unnamed Item
• Analytical study of mine closure behaviour in a poro-visco-elastic medium
• Plastic Internal Variables Formalism of Cyclic Plasticity
• Adaptation of existing behaviour models to unsaturated states: application to CJS model
• A unified bounding surface plasticity model for unsaturated soils

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