Keyphrases
Plasticity Model
100%
Finite Deformation
100%
Geomaterials
100%
Bonded Geomaterials
100%
Biaxial Test
100%
Multiplicative Plasticity
100%
Clay
50%
Boundary Value Problem
50%
Plane Strain
50%
Numerical Simulation
50%
Mechanical Behavior
50%
Large Deformation
50%
Finite Element Code
50%
Penetration Depth
50%
Constitutive Model
50%
Large Displacement
50%
Geotechnical Problems
50%
Test Simulation
50%
Partially Drained
50%
Numerical Implementation
50%
Strain Localization
50%
Shear Localization
50%
Confining Pressure
50%
Non-associative
50%
Soft Rock
50%
Geomechanics
50%
Hydro-mechanical
50%
Mesh Dependence
50%
Isotropic Hardening
50%
CPTu Test
50%
Hyperelastic Behavior
50%
Shear Band Formation
50%
Deformation Gradient
50%
Hardening Law
50%
Porous Soil
50%
Cone Tip
50%
Localised Zones
50%
Multiplicative Split
50%
Persistent Shear Bands
50%
Classical Plasticity
50%
CPTu
50%
Engineering
Plasticity Model
100%
Finite Deformation
100%
Boundary Value
50%
Simulation Result
50%
Penetration Depth
50%
Constitutive Model
50%
Shear Band
50%
Numerical Implementation
50%
Strain Localization
50%
Shear Localization
50%
Characteristic Length
50%
Plane Strain
50%
Confining Pressure
50%
Geomechanics
50%
Isotropic Hardening
50%
Shear Band Formation
50%
Porous Soil
50%
Deformation Gradient
50%
Hardening Law
50%
Finite Element Analysis
50%
Porosity
50%
Material Science
Natural Material
100%
Shear Band
66%
Finite Element Method
33%
Geomechanics
33%