Keyphrases
Unbound Aggregates
100%
Rutting Model
100%
Pavement ME Design
100%
Stress State
50%
Damage Model
50%
Pavement
50%
Pavement Layers
50%
Subgrade
50%
Shear Stress Ratio
50%
Ratio Values
25%
Finite Element Solution
25%
Shift Factor
25%
Low Sensitivity
25%
Stress Dependence
25%
Performance Measures
25%
Three-parameter
25%
Granular Layer
25%
Prediction Skill
25%
Accelerated Testing
25%
Pavement Structure
25%
Pavement Response
25%
Pavement Design
25%
Design Service Life
25%
Testing Data
25%
Unbound Aggregate Base
25%
Rut Depth
25%
Performance Trends
25%
Subbase
25%
Aggregate Material
25%
Nonlinear Finite Element
25%
Rutting Performance
25%
Characterization Model
25%
Mechanistic-empirical Design
25%
Rutting Prediction
25%
AASHTOWare Pavement ME Design
25%
Granular Pavements
25%
Engineering
Test Section
100%
Field Data
100%
Stress State
66%
Damage Model
66%
Pavement Layer
66%
Subgrade
66%
Stress Ratio
66%
Anisotropic
33%
Full Scale
33%
Finite Element Solution
33%
Shift Factor
33%
Predicted Model
33%
Pavement Design
33%
Design Service Life
33%