A unified bounding surface plasticity model for unsaturated soils

By A. Russell, Nasser Khalili. 2006

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An unsaturated soil model with minimal number of parameters based on bounding surface plasticity (2009, methodology): “Part of the parameters used in our simulations are those established by the authors themselves in [18], others are determined from the tests performed at full saturation as well as those at the lowest suction of 50 kPa.”
A hypoplastic model for mechanical response of unsaturated soils (2008, methodology): “been made to incorporate the behaviour of unsaturated soils into non-linear constitutive models (Russell and Khalili [42]; Bolzon et al.”
Generalized plasticity state parameter‐based model for saturated and unsaturated soils. Part II: Unsaturated soil modeling (2011, methodology): “Comparison between model predictions and experimental data of undrained triaxial compression tests at a constant specific water volume on Kurnell sand (Experimental data from [36]).”