Pages that link to "Item:Q3481289"
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The following pages link to Generalized plasticity and the modelling of soil behaviour (Q3481289):
Displaying 44 items.
- From solids to fluidized soils: diffuse failure mechanisms in geostructures with applications to fast catastrophic landslides (Q351884) (← links)
- Modeling of sand-structure interfaces under rotational shear (Q366369) (← links)
- An implicit three-dimensional model for describing the inelastic response of solids undergoing finite deformation (Q520479) (← links)
- On the elastic and plastic strain decomposition in granular materials (Q608151) (← links)
- 3D models for wave-induced pore pressures near breakwater heads (Q608965) (← links)
- A new elliptic-parabolic yield surface model revised by an adaptive criterion for granular soils (Q617269) (← links)
- Extended finite element modeling of deformable porous media with arbitrary interfaces (Q651744) (← links)
- Fractional-order modelling of state-dependent non-associated behaviour of soil without using state variable and plastic potential (Q667993) (← links)
- Patterns, fabric, anisotropy, and soil elasto-plasticity (Q704158) (← links)
- Modelling of diffuse failure mechanisms of catastrophic landslides (Q704506) (← links)
- Plasticity and geotechnics. (Q885250) (← links)
- Elastic/plastic models for soils and sands (Q986183) (← links)
- A unified plasticity model for cyclic behaviour of clay and sand (Q986958) (← links)
- A family of smooth yield surfaces (Q1075832) (← links)
- Characteristics of constitutive relations in soil plasticity for undrained behavior (Q1195553) (← links)
- Influence of non-classical elastic-plastic constitutive features on shock wave existence and spectral solutions (Q1207852) (← links)
- Lack of energy equipartition in homogeneous heated binary granular mixtures. (Q1421131) (← links)
- An extended polygon scaled boundary finite element method for the nonlinear dynamic analysis of saturated soil (Q1657147) (← links)
- A constitutive model for sand liquefaction under continuous rotation of principal stress axes (Q1939857) (← links)
- Elastoplastic subsidence models with and without capillary effects (Q1964296) (← links)
- Sobolev training of thermodynamic-informed neural networks for interpretable elasto-plasticity models with level set hardening (Q2021962) (← links)
- A new class of plastic flow evolution equations for anisotropic multiplicative elastoplasticity based on the notion of a corrector elastic strain rate (Q2295181) (← links)
- A cooperative game for automated learning of elasto-plasticity knowledge graphs and models with AI-guided experimentation (Q2319404) (← links)
- A generalised modified Cam clay model for clay and sand incorporating kinematic hardening and bounding surface plasticity (Q2386742) (← links)
- An assessment of plasticity theories for modeling the incrementally nonlinear behavior of granular soils (Q2583246) (← links)
- Geometric learning for computational mechanics. II: Graph embedding for interpretable multiscale plasticity (Q2678490) (← links)
- An accelerated algorithm for parameter identification in a hierarchical plasticity model accounting for material constraints (Q2711880) (← links)
- Parameter identification for a suction-dependent plasticity model (Q2711881) (← links)
- Implicit integration of a generalized plasticity constitutive model for partially saturated soil (Q2726107) (← links)
- Explicit integration of bounding surface model for the analysis of earthquake soil liquefaction (Q2854932) (← links)
- Non-isothermal plasticity model for cyclic behaviour of soils (Q2856212) (← links)
- Numerical modelling of dynamic consolidation on granular soils (Q2856288) (← links)
- Numerical simulation of fully saturated porous materials (Q2856301) (← links)
- Computational geomechanics: the heritage of Olek Zienkiewicz (Q2894755) (← links)
- The effect of the plastic potential in boundary value problems involving plane strain deformation (Q3321627) (← links)
- A double structure generalized plasticity model for expansive materials (Q3423907) (← links)
- A generalized midpoint algorithm for the integration of a generalized plasticity model for sands (Q3617469) (← links)
- A continuous plasticity version of the critical state model (Q3690402) (← links)
- Simple model for transient soil loading in earthquake analysis. II. Non-associative models for sands (Q3714650) (← links)
- Multi-laminate framework of soil models—plasticity formulation (Q3761872) (← links)
- A METHOD TO CORRECT YIELD SURFACE DRIFT IN SOIL PLASTICITY UNDER MIXED CONTROL AND EXPLICIT INTEGRATION (Q4360707) (← links)
- (Q5243578) (← links)
- Development of hyperplasticity models for soil mechanics (Q5435717) (← links)
- Fractional plasticity for over-consolidated soft soil (Q6113583) (← links)
