Low temperature cracking in asphalt overlays bonded to rigid pavements

Engineering

• Low-Temperature 100%
• Energy Release Rate 100%
• Asphalt Overlay 100%
• Rigid Pavement 100%
• Early Stage 50%
• Concrete Pavements 50%
• Impact Toughness 50%
• Two Dimensional 50%
• Elastic Field 50%
• Layer Thickness 50%
• Displacement Field 50%
• Induced Stress 50%
• Temperature Change 50%
• Crack Initiation 50%
• Channelling 50%
• Stiffer Substrate 50%
• Portland Cement Concrete 50%

Keyphrases

• Pavement 100%
• Asphalt Overlay 100%
• Low-temperature Cracking 100%
• Rigid Pavement 100%
• Energy Release Rate 66%
• Three-dimensional (3D) 33%
• Fracture Toughness 33%
• Two Dimensional 33%
• Elastic Field 33%
• Layer Thickness 33%
• Displacement Field 33%
• Thermal Stress 33%
• Thermally Induced 33%
• Temperature Variation 33%
• General Mechanism 33%
• Crack Initiation 33%
• Hot-mix Asphalt Overlay 33%
• Pavement Deterioration 33%
• Portland Cement Concrete Pavement 33%
• Crack Spacing 33%