Correlation between durability and geotechnical properties of compacted shales

Engineering

• Subgrade 100%
• Clay Fraction 100%
• Pavement 100%
• Correlation 100%
• Construction 100%
• Test Data 50%
• Engineering 50%
• Embankment 50%
• Durables 50%
• Bearing Capacity 50%
• Highway Embankment 50%
• Engineering Behavior 50%
• Engineering Property 50%
• Friction Angle 50%
• Loss 50%
• United States 50%
• Compression Tests 50%

Earth and Planetary Sciences

• Geotechnical Property 100%
• Correlation 100%
• Durability 100%
• Sample 66%
• Construction 33%
• Pavement 33%
• Clay 33%
• Fraction 33%
• Subgrade 33%
• Embankment 33%
• Kentucky 16%
• Highway 16%
• United States 16%
• Estimate 16%
• Behavior 16%
• Loss 16%
• Exhibit 16%
• Moisture Content 16%
• Suitability 16%
• Critical State 16%
• Bearing Capacity 16%
• Compression 16%
• Friction 16%
• Consistency 16%
• Analytical Method 16%