Keyphrases
Clay Soil
100%
Localization Pattern
100%
Bond Strength
100%
Shear Band
100%
Destructuration
100%
CPTu Test
100%
Natural Clay
100%
Strain Localization
66%
Structured Soil
66%
Particle Finite Element Method
66%
Hardening Law
66%
Cone Tip
66%
Piezocone
66%
Cumulative Plastic Deformation
66%
Clay
33%
Kinematics
33%
Cone Resistance
33%
Cone Penetration
33%
Excess Pore Water Pressure
33%
Scalar
33%
Structure Effect
33%
Large Values
33%
Yield Stress
33%
Pore Water
33%
Soil Deformation
33%
Soil Structure
33%
Pressure Field
33%
Material Constants
33%
Large Region
33%
Solid Skeleton
33%
Localized Deformation
33%
Strength Degradation
33%
Finite Element Simulation
33%
Silty Clay
33%
Spontaneous Growth
33%
Deviatoric
33%
Overconsolidation Ratio
33%
Undrained Strength
33%
Undrained Shear Strength
33%
C-value
33%
Oedometric
33%
Brittle Behavior
33%
Hydro-mechanical Coupling
33%
Deformation Field
33%
Macroscopic Description
33%
Internal Length Scale
33%
Multiplicative Decomposition of the Deformation Gradient
33%
Initial Degree
33%
Localization Phenomenon
33%
Osaka
33%
Deformation Region
33%
Softening Process
33%
Engineering
Clay Soil
100%
Bond Strength
100%
Shear Band
100%
Characteristic Length
100%
Plastic Deformation
66%
Strain Localization
66%
Particle Finite Element Method
66%
Hardening Law
66%
Length Scale
33%
Yield Stress
33%
Excess Pore Pressure
33%
Material Constant
33%
Localized Deformation
33%
Internal Variable
33%
Deviatoric
33%
Overconsolidation Ratio
33%
Undrained Shear Strength
33%
Deformation Field
33%
Hydromechanical Coupling
33%
Cone Resistance
33%
Deformation Gradient
33%
Internal Length
33%
Localization Phenomenon
33%
Complete Loss
33%
Band Width
33%
Pore Pressure Field
33%
Earth and Planetary Sciences
Clay Soil
100%
Shear Band
100%
Plastic Deformation
66%
Pore Pressure
33%
Porewater
33%
Soil Structure
33%
Pressure Distribution
33%
Shear Strength
33%
Silty Clay
33%
Softening
33%
Overconsolidation
33%