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Temperature Gradient and Curling Stresses in Concrete Pavement with and without Open-Graded Friction Course
Publisher: American Society of Civil Engineers
Abstract: Curling stresses of concrete pavement can be very damaging, and reducing the temperature swings would be very beneficial. This study includes a field instrumentation effort with pavement temperature sensors to quantify the ...
Predictive Models for Storage Modulus and Loss Modulus of Asphalt Mixtures
Publisher: American Society of Civil Engineers
Abstract: Complex modulus of an asphalt mixture constitutes two components:
Impact of Pavement Thermophysical Properties on Surface Temperatures
Publisher: American Society of Civil Engineers
Abstract: A one-dimensional mathematical model was developed, based on the fundamental energy balance, to calculate the pavement near-surface temperatures using hourly measured solar radiation, air temperature, dew-point temperature, ...
Endurance Limit for HMA Based on Healing Concept Using Uniaxial Tension-Compression Fatigue Test
Publisher: American Society of Civil Engineers
Abstract: Perpetual pavements, if properly designed and rehabilitated, last longer than 50 years without major structural rehabilitation. The fatigue endurance limit (EL) is a key parameter for designing perpetual pavements to ...
Predictive Models for Storage Modulus and Loss Modulus of Asphalt Mixtures
Publisher: American Society of Civil Engineers
Abstract: Complex modulus of an asphalt mixture constitutes two components: E′ representing the ability of the mixture to store energy (elastic behavior), and E′′ reflecting the capacity of the material to dissipate energy (viscous ...
Thermal Properties of Asphalt Pavements Modified with a Lightweight Silica-Based Composite
Publisher: ASCE
Abstract: Pavements are exposed to different external factors such as traffic loading, levels of moisture, and ambient temperature fluctuations. External temperature change affects the pavement’s temperature profile and therefore ...