Pages that link to "Item:Q4515540"
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The following pages link to A three-phase model for unsaturated soils (Q4515540):
Displaying 31 items.
- Some general remarks on hyperplasticity modelling and its extension to partially saturated soils (Q322139) (← links)
- Fluid boundary of a viscoplastic Bingham flow for finite solid deformations (Q377211) (← links)
- A finite element approach for multiphase fluid flow in porous media (Q609080) (← links)
- On the effective stress in unsaturated porous continua with double porosity (Q985093) (← links)
- An elastoplatic framework for coupling hydraulic and mechanical behavior of unsaturated soils (Q1007802) (← links)
- Non-convexity and stress-path dependency of unsaturated soil models (Q1026476) (← links)
- Asymptotic state behaviour and its modeling for saturated sand (Q1045483) (← links)
- Constitutive modeling of unsaturated soil behavior under axisymmetric stress states using a stress/suction-controlled cubical test cell. (Q1397252) (← links)
- A triphasic model for unsaturated soil based on the theory of porous media. (Q1410150) (← links)
- Finite element simulations of chemo-mechanical coupling in elastic-plastic homoionic expansive clays. (Q1420933) (← links)
- A stress point algorithm for an elastoplastic model in unsaturated soils (Q1568155) (← links)
- Numerical framework for considering the dependency of SWCCs on volume changes and their hysteretic responses in modelling elasto-plastic response of unsaturated soils (Q1985489) (← links)
- A five-phase approach, SPH framework and applications for predictions of seepage-induced internal erosion and failure in unsaturated/saturated porous media (Q2096845) (← links)
- Hydraulic hysteresis effects on the coupled flow-deformation processes in unsaturated soils: numerical formulation and slope stability analysis (Q2295067) (← links)
- On the problem of cavity expansion in unsaturated soils (Q2501986) (← links)
- Cam-Clay plasticity. V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media (Q2573205) (← links)
- A multi-phase soil model including a soil-foundation interface (Q2746028) (← links)
- A discretized analytical solution for fully coupled non-linear simulation of heat and mass transfer in poroelastic unsaturated media (Q2854674) (← links)
- Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils (Q2854834) (← links)
- An elasto-plastic three phase model for partially saturated soil for the finite element simulation of compressed air support in tunnelling (Q2854864) (← links)
- An unsaturated soil model with minimal number of parameters based on bounding surface plasticity (Q2854926) (← links)
- Effective stress concept in unsaturated soils: clarification and validation of a unified framework (Q2856237) (← links)
- A cap model for partially saturated soils (Q2856248) (← links)
- Implicit integration of a chemo-plastic constitutive model for partially saturated soils (Q2856307) (← links)
- A hypoplastic model for mechanical response of unsaturated soils (Q2856320) (← links)
- ACMEG-TS: a constitutive model for unsaturated soils under non-isothermal conditions (Q2856325) (← links)
- Elastic wave propagation in unsaturated porous media using hybrid-Trefftz stress elements (Q2952396) (← links)
- Comments on use of the Barcelona Basic Model for unsaturated soils (Q4805699) (← links)
- A density-dependent elastoplastic hydro-mechanical model for unsaturated compacted soils (Q4933162) (← links)
- A unified bounding surface plasticity model for unsaturated soils (Q5435714) (← links)
- Modeling the large deformation failure behavior of unsaturated porous media with a two-phase fully-coupled smoothed particle finite element method (Q6557779) (← links)
