Coupled chemical-hydraulic-mechanical behaviour of bentonites
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An Elastoplastic Hydro-mechanical Model for Unsaturated Soils
This paper presents a coupled elastoplastic constitutive model for predicting the hydraulic and stress-strain-strength behaviour of unsaturated soils. Hydraulic hysteresis in the water-retention behaviour is modeled as an elastoplastic process with the elastic region of the saturation degree. The effect of change in degree of saturation on the stress-strain-strength behaviour and the effect of ...
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