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Prediction of field aging gradient in asphalt pavements
Xue Luo
*
, Fan Gu, Robert L. Lytton
*
Corresponding author for this work
Engineering Systems & Supply Chain Management
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peer-review
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Keyphrases
Prediction Model
100%
Asphalt Pavement
100%
Field Aging
100%
Age Gradient
100%
Age Prediction
75%
Aging
50%
Fast Rates
50%
Field Cores
50%
Pavement
50%
Modulus Gradient
50%
Temperature Effect
25%
Regression Techniques
25%
Model Use
25%
Physical Properties
25%
Two-period
25%
Reaction Rate
25%
Calculated Model
25%
Aggregate Type
25%
Chemical Properties
25%
Testing Conditions
25%
Pre-exponential Factor
25%
Reaction Kinetics
25%
Kinetic Parameters
25%
Aging Time
25%
Aging Temperature
25%
Aging Response
25%
Surface Age
25%
Surface Modulus
25%
Asphalt Mixture
25%
Air Void Content
25%
Asphalt Binder
25%
Binder Type
25%
Laboratory Testing
25%
Pavement Performance
25%
Aging Activation Energy
25%
Energy Factor
25%
Rheological Activation Energy
25%
Service Age
25%
Engineering
Asphalt Pavements
100%
Model Parameter
50%
Activation Energy
50%
Pavement
50%
Field Core
50%
Mixture Modulus
50%
Major Factor
25%
Temperature Dependence
25%
Kinetic Parameter
25%
Aging Time
25%
Field Condition
25%
Aging Temperature
25%
Asphalt Mixture
25%
Air Void
25%
Asphalt Binder
25%
Binder Type
25%
Regression Technique
25%
Temperature Time
25%
Pavement Performance
25%
Constant Rate Period
25%
Constant Rate
25%
Testing Condition
25%