Skip to main navigation
Skip to search
Skip to main content
Aston Research Explorer Home
Help & FAQ
Home
Research units
Profiles
Research Outputs
Datasets
Student theses
Activities
Press/Media
Prizes
Equipment
Search by expertise, name or affiliation
Mechanistic composition-specific fatigue life of asphalt pavements
Xue Luo
*
, Fan Gu, Robert L. Lytton
*
Corresponding author for this work
Engineering Systems & Supply Chain Management
Research output
:
Contribution to journal
›
Article
›
peer-review
Overview
Fingerprint
Fingerprint
Dive into the research topics of 'Mechanistic composition-specific fatigue life of asphalt pavements'. Together they form a unique fingerprint.
Sort by
Weight
Alphabetically
Keyphrases
Fatigue Life
100%
Asphalt Pavement
100%
Air Void Content
30%
Damage Density
30%
Modified Paris Law
30%
Energy-based
20%
Crack Initiation Criterion
20%
Asphalt Mixture
20%
Viscoplastic Material
20%
Binder Type
20%
Pavement
20%
Loading Level
20%
Fatigue Damage
20%
Endurance Limit
20%
Strong Correlation
10%
Prediction Model
10%
Mechanics-based
10%
Direct Identification
10%
Fatigue Test
10%
Surface Energy
10%
Surface Air
10%
Data Analyzing
10%
Failure Criterion
10%
Crack Initiation Site
10%
Microcracks
10%
Aging Period
10%
Paris Law
10%
Pseudo J-integral
10%
Asphalt Binder
10%
Fatigue Failure
10%
Load Cycle
10%
Mixture Design
10%
Design Information
10%
Aggregate Gradation
10%
Pavement Design
10%
Plastic Forming
10%
Cycles to Failure
10%
Characteristic Curve
10%
Traffic Level
10%
Failure Life
10%
Elastoplastic Material
10%
Surface Layer Thickness
10%
Binder Content
10%
Engineering
Phase Composition
100%
Fatigue Life
100%
Asphalt Pavements
100%
Crack Initiation
30%
Air Void
30%
Energy Engineering
20%
Pavement
20%
Asphalt Mixture
20%
Binder Type
20%
Endurance Limit
20%
Fatigue Damage
20%
Mixture Modulus
20%
Layer Thickness
10%
Surface Layers
10%
Mechanical Fatigue Test
10%
Interfacial Energy
10%
Failure Criterion
10%
Tested Specimen
10%
Test Data
10%
J-Integral
10%
Fatigue Failure
10%
Asphalt Binder
10%
Load Cycle
10%
Test Protocol
10%
Binder Content
10%
Pavement Design
10%
Characteristic Curve
10%
Design Information
10%
Microcracking
10%
Material Science
Phase Composition
100%
Fatigue of Materials
100%
Asphalt
100%
Density
30%
Crack Initiation
30%
Asphalt Mixture
20%
Fatigue Damage
20%
Surface (Surface Science)
10%
Surface Energy
10%
Plastic Material
10%
J-Integral
10%
Microcracking
10%