Keyphrases
Time-dependent Behavior
100%
Soft Soil
100%
Elasto-viscoplastic Model
100%
MCC Model
50%
Stress-strain Relationship
25%
Backward Euler Method
25%
Stress Relaxation
25%
Strain Rate Effect
25%
Stress Effect
25%
Finite Element Program
25%
Modified Cam-clay Model
25%
Loading Conditions
25%
Behavioral Effects
25%
Preconsolidation Pressure
25%
Secondary Compression
25%
Stress Level
25%
Consolidation Behavior
25%
Clayey Soil
25%
Triaxial Test
25%
Overconsolidation
25%
Undrained Shear Strength
25%
Multiple Stages
25%
Loading Path
25%
Secondary Consolidation
25%
Compression Coefficient
25%
Creep Relaxation
25%
Perzyna
25%
Pressuremeter Test
25%
Consolidation Stress
25%
Elasto-viscoplastic Constitutive Model
25%
Time-dependent Properties
25%
Overstress Theory
25%
Normally Consolidated
25%
Engineering
Dependent Behavior
100%
Loading Condition
25%
Constitutive Model
25%
Strain Relationship
25%
Strain Rate Effect
25%
Modified Cam
25%
Secondary Compression
25%
Euler Backward Method
25%
Stress Level
25%
Preconsolidation Pressure
25%
Loading Path
25%
Secondary Consolidation
25%
Dependent Property
25%
Multiple Stage
25%
Clay Model
25%
Creep
25%
Stress Relaxation
25%
Undrained Shear Strength
25%
Finite Element Analysis
25%
Earth and Planetary Sciences
Soft Soil
100%
Time Dependent Behavior
100%
Strain Rate
25%
Cam-Clay Model
25%
Stress Relaxation
25%
Triaxial Test
25%
Pressuremeter
25%
Shear Strength
25%