Valorization of the use of industrial and construction by-products in full-depth reclamation under normal and freeze-cycle conditions

Keyphrases

• California Bearing Ratio 66%
• California Bearing Ratio Test 33%
• Compaction 33%
• Construction By-products 100%
• Cycle Condition 100%
• Freeze-thaw 66%
• Full-depth Reclamation 100%
• Load Capacity 33%
• Maximum Dry Density 33%
• Mechanical Stabilization 33%
• Modified Test 33%
• Optimum Water Content 33%
• Ratio Values 66%
• Reclaimed Asphalt Pavement 100%
• Reclaimed Concrete 33%
• Recycled Concrete 33%
• Recycled Steel 33%
• Soaked Condition 66%
• Statistical Analysis 33%
• Steel Slag 100%
• Un-soaked 33%
• Virgin Aggregate 33%

Engineering

• Bearing Capacity 33%
• Maximum Dry Density 33%
• Modified Proctor Test 33%
• Optimum Water Content 33%
• Reclaimed Asphalt Pavement 100%
• Recycled Concrete 33%
• Steel Slag 100%
• Virgin Aggregate 33%

Material Science

• Bearing Capacity 33%
• Density 33%
• Reclaimed Asphalt Pavement 100%