Eight-Year Field Performance of Secondary Road Incorporating Geosynthetics at Subgrade-Base Interface

Keyphrases

• Subgrade 100%
• Field Performance 100%
• Geosynthetics 100%
• Secondary Roads 100%
• Deflection 75%
• Pavement Section 50%
• Aggregate Base 50%
• Falling Weight Deflectometer 50%
• Three-section 50%
• Material Properties 25%
• Temperature Variation 25%
• Linear Elastic 25%
• Virginia 25%
• Surface Curvature 25%
• Data Parameters 25%
• Exponential Model 25%
• Base Layer 25%
• Performance Criteria 25%
• Base Thickness 25%
• Geogrid 25%
• Control Section 25%
• Damage Index 25%
• Geotextile 25%
• Vertical Compressive Strain 25%
• Base Damage 25%
• Fines Migration 25%
• Curvature Index 25%
• Separable Functions 25%
• Service Life Analysis 25%
• Equivalent Single Axle Loads 25%
• Road Pavement 25%
• Damage Surface 25%

Engineering

• Road 100%
• Subgrade 100%
• Field Performance 100%
• Base Interface 100%
• Base Course 75%
• Base Layer 50%
• Falling-Weight Deflectometer 50%
• Layer Thickness 25%
• Compressive Stress 25%
• Performance Criterion 25%
• Parameter Data 25%
• Axle Load 25%
• Road Pavement 25%
• Individual Segment 25%
• Pavement 25%
• Service Life 25%