A Critical State Model for Predicting the Behaviour of Clays

by Peter C. Wroth,
Guy T. Houlsby,



Document Type: Proceeding Paper

Part of: Application of Plasticity and Generalized Stress-strain in Geotechnical Engineering

Subject Headings: Consolidated soils | Shear tests | Clays | Mathematics | Mathematical models | Soil tests | Anisotropy

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