Pages that link to "Item:Q2856242"
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The following pages link to SANISAND: simple anisotropic sand plasticity model (Q2856242):
Displaying 23 items.
- Crushing of particles in idealised granular assemblies (Q985108) (← links)
- A simple plasticity model for prediction of non-coaxial flow of sand (Q986972) (← links)
- Lack of energy equipartition in homogeneous heated binary granular mixtures. (Q1421131) (← links)
- An anisotropic critical state soil plasticity model (Q1819591) (← links)
- Sobolev training of thermodynamic-informed neural networks for interpretable elasto-plasticity models with level set hardening (Q2021962) (← links)
- Modelling stress-induced anisotropy in multi-phase granular soils (Q2033648) (← links)
- Finite element solution for static and dynamic interactions of cylindrical rigid objects and unsaturated granular soils (Q2237475) (← links)
- A 3D bounding surface model for rockfill materials (Q2321159) (← links)
- Determination of an image point on a surface based on a \(\pi\) plane-based algorithm (Q2512469) (← links)
- Numerical simulation of fully saturated porous materials (Q2856301) (← links)
- SANICLAY: simple anisotropic clay plasticity model (Q3160804) (← links)
- Simple model for transient soil loading in earthquake analysis. II. Non-associative models for sands (Q3714650) (← links)
- Rational approach to anisotropy of sand (Q4243192) (← links)
- A simple hypoplastic constitutive model for sand (Q4698213) (← links)
- An elastoplastic constitutive model for cyclic behaviour of sands (Q4725875) (← links)
- A middle surface concept (MSC) model for saturated sands in general stress space (Q5435723) (← links)
- A critical state model for sands dependent on stress and density (Q5463632) (← links)
- Memory repositioning in soil plasticity models used in contact problems (Q6044211) (← links)
- Drained expansion analyses of a cylindrical cavity in sands incorporating the SANISAND model with fabric change effect (Q6072729) (← links)
- A standard thermodynamic-based extension of the modified Cam-Clay soil model and its applications (Q6181304) (← links)
- A high-performance semi-implicit two-phase two-layer MPM framework for modeling granular mass-water interaction problems (Q6557833) (← links)
- Error behaviour in explicit integration algorithms with automatic substepping (Q6560664) (← links)
- Nonlinear soil behavior model in localized Lagrange multipliers mixed formulation \((u,p)\) for dynamical analysis of wind turbine coupled systems (Q6564381) (← links)
