Engineering
Stress-Strain Relations
100%
Effective Stress
100%
Input Parameter
100%
Soil Parameter
100%
Fem Model
100%
Model Parameter
50%
Model Input
50%
Finite Element Modeling
50%
Anisotropic
50%
Stability Analysis
50%
Model Prediction
50%
Anisotropic Strain
50%
Softening Behavior
50%
Peak Strength
50%
Constant Volume
50%
Increasing Strain
50%
Yield Surface
50%
Finite Element Analysis
50%
Specimen Preparation
50%
Keyphrases
Finite Element Modeling
100%
Sensitive Clay
100%
Soil Parameters
100%
Sample Disturbance
100%
Effective Stress
25%
Soil Model
25%
Stress-driven
25%
Model Prediction
12%
Finite Element Model
12%
Stress-strain Response
12%
Strain Softening
12%
Sample Quality
12%
Quality Model
12%
Total Stress
12%
Pore Pressure
12%
Stability Analysis
12%
Finite Element Analysis
12%
Stress-strain
12%
Laboratory Setting
12%
Anisotropic Strain
12%
Clay Slopes
12%
Calibrated Model
12%
Shear-induced
12%
Specimen Preparation
12%
Failure Behavior
12%
Constant Volume
12%
Destructuration
12%
Relative Quality
12%
Yield Surface
12%
Strain at Failure
12%
Peak Strength
12%
Post-peak Behavior
12%
Disturbance Effect
12%
Anisotropic Yield Function
12%
Earth and Planetary Sciences
Pore Pressure
100%
Plastic Deformation
100%
Stability Analysis
100%