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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: Clays | Soil properties | Mathematical models | Consolidated soils | Soil stress | Soil mechanics | Stress strain relations

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