A Critical State Model for Predicting the Behavior of Clays

by C. Peter Wroth,
Guy T. Houlsby,

Document Type: Proceeding Paper

Part of: Limit Equilibrium, Plasticity and General Stress-Strain in Geotechnical Engineering

Subject Headings: Soil properties | Clays | Soil stress | Elastoplasticity | Kaolin | Overconsolidated soils | Stress strain relations | Mathematics

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