Effect of temperature and relative humidity on cement-bitumen treated materials produced in the laboratory using emulsion or foamed bitumen

Keyphrases

• Asphalt Pavement 20%
• Cement-bitumen Treated Materials 100%
• Climatic Variability 20%
• Cost Reduction 20%
• Curing Period 20%
• Curing Regime 20%
• Design Control 20%
• Emulsion 80%
• Emulsion Bitumen 100%
• Energy Consumption 20%
• Energy Resources 20%
• Foamed Bitumen 100%
• Foamed Cement 20%
• Full-depth Reclamation 100%
• Gaps in Knowledge 20%
• High Humidity 40%
• High Mechanical Properties 20%
• High Temperature 40%
• Humidity 100%
• Humidity Variations 20%
• Indirect Tensile Stiffness Modulus 20%
• Indirect Tensile Strength 20%
• Long-term Performance 20%
• Low Humidity 40%
• Material Stiffness 40%
• Mechanical Development 20%
• Mechanical Properties 20%
• Nighttime Condition 20%
• Optimal Performance 20%
• Pavement 40%
• Pavement Rehabilitation 20%
• Performance-based 20%
• Practical Guidelines 20%
• Quality Control Method 20%
• Rehabilitation Protocol 20%
• Resource Use 20%
• Stiffness 20%
• Structural Capacity 20%
• Temperature Effect 100%
• Temperature Variation 20%
• Temperature-humidity Index 100%
• Varying Environmental Conditions 20%
• Water Loss 20%

Engineering

• Adaptability 33%
• Asphalt Pavements 33%
• Foamed Bitumen 100%
• Material Stiffness 66%
• Optimal Performance 33%
• Pavement 66%
• Pavement Rehabilitation 33%
• Practical Guideline 33%
• Produced Material 100%
• Quality Control 33%
• Relative Humidity 100%
• Rigidity 33%
• Stiffness Modulus 33%
• Tensile Stiffness 33%
• Term Effect 33%
• Term Performance 33%
• Ultimate Tensile Strength 33%