Pages that link to "Item:Q4463022"
From MaRDI portal
The following pages link to Finite element formulation and algorithms for unsaturated soils. Part II: Verification and application (Q4463022):
Displaying 16 items.
- Implicit scheme for integrating constitutive model of unsaturated soils with coupling hydraulic and mechanical behavior (Q468578) (← links)
- Aspects of finite element implementation of critical state models (Q1582024) (← links)
- A solution to transient seepage in unsaturated porous media (Q1798598) (← links)
- Finite element method and constitutive modelling and computation for unsaturated soils (Q1971342) (← 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)
- Load stepping schemes for critical state models (Q2709646) (← links)
- Implicit integration of a generalized plasticity constitutive model for partially saturated soil (Q2726107) (← links)
- Dynamics of unsaturated soils using various finite element formulations (Q2856344) (← links)
- A consistent u-p formulation for porous media with hysteresis (Q2952641) (← links)
- Application of unconstrained optimization and sensitivity analysis to calibration of a soil constitutive model (Q3044588) (← links)
- Simulating the collapse of unsaturated soil by DEM (Q3150121) (← links)
- Numerical modelling of hydro‐mechanical behaviour of collapsible soils (Q3546199) (← links)
- Hybrid and enhanced finite element methods for problems of soil consolidation (Q3587721) (← links)
- Stress update algorithm for elastoplastic models with nonconvex yield surfaces (Q3590492) (← links)
- Finite element formulation and algorithms for unsaturated soils. Part I: Theory (Q4463021) (← links)
- Error behaviour in explicit integration algorithms with automatic substepping (Q6560664) (← links)
