Pages that link to "Item:Q1568155"
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The following pages link to A stress point algorithm for an elastoplastic model in unsaturated soils (Q1568155):
Displaying 10 items.
- Implicit stress-update algorithm for isotropic Cam-clay model based on the subloading surface concept at finite strains (Q422601) (← links)
- Implicit scheme for integrating constitutive model of unsaturated soils with coupling hydraulic and mechanical behavior (Q468578) (← links)
- Non-convexity and stress-path dependency of unsaturated soil models (Q1026476) (← links)
- Potentials for the modified Cam-Clay model (Q2034289) (← links)
- Hydraulic hysteresis effects on the coupled flow-deformation processes in unsaturated soils: numerical formulation and slope stability analysis (Q2295067) (← links)
- Critical softening in Cam-Clay plasticity: adaptive viscous regularization, dilated time and numerical integration across stress-strain jump discontinuities (Q2449907) (← links)
- Cam-Clay plasticity. V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media (Q2573205) (← links)
- Implicit integration of a generalized plasticity constitutive model for partially saturated soil (Q2726107) (← links)
- Implicit integration of a chemo-plastic constitutive model for partially saturated soils (Q2856307) (← links)
- Integrating a micromechanical model for multiscale analyses (Q6569230) (← links)
