Hypoplastic Clay

Advanced critical state model based on the theory of hypoplasticity designed for the modeling of fine-grained soils with various degrees of overconsolidation.

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Hypoplastic Sand

Nonlinear model with stress-dependent stiffness based on the theory of hypoplasticity adjusted for the modeling of sand and gravel in loose or dense state.

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Cam Clay

Classical representative of elasto-plastic critical state models suitable for the modeling of normally consolidated and moderately overconsolidated fine-grained soils.

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