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

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