Estimation of oxidative ageing in asphalt concrete pavements using non-collinear wave mixing of critically-refracted longitudinal waves

Keyphrases

• Aging 100%
• Asphalt Concrete Pavement 100%
• Asphalt Concrete 100%
• Oven Aging 100%
• Oxidative Aging 100%
• Non-collinear Wave Mixing 100%
• Critically Refracted Longitudinal Wave 100%
• Nonlinear Response 50%
• Nonlinearity 50%
• Non-destructive 50%
• Propagation Direction 50%
• Wave Mixing 50%
• Health Monitoring 50%
• Ultrasonic Wave 50%
• Non-collinear 50%
• Longitudinal Wave 50%
• Asphalt Pavement Surface 50%
• Concrete Specimen 50%
• Nonlinear Waves 50%
• Test Instrument 50%

Engineering

• Concrete Pavements 100%
• Longitudinal Wave 100%
• Asphalt Concrete 100%
• Oxidative Aging 100%
• Test Specimen 66%
• Subsurface 66%
• Ultrasonics 33%
• Nonlinear Response 33%
• Potential Application 33%
• Time-of-Flight 33%
• Nonlinearity 33%
• Health Monitoring 33%
• Asphalt Pavements 33%
• Asphalt Concrete Mixture 33%
• Propagation Direction 33%
• Correlated Result 33%