Improvement of an Extremely Highly Plastic Expansive Clay with Hydrated Lime and Fly Ash

Keyphrases

• Fly Ash 100%
• Hydrated Lime 100%
• Expansive Clay 100%
• Swelling Ratio 66%
• Soil Samples 66%
• Engineering Properties 66%
• Lime Content 66%
• Turkey 33%
• Ankara 33%
• Clay Samples 33%
• Plastic Clay 33%
• Compressive Strength 33%
• Airport 33%
• Liquid Limit 33%
• Swelling Properties 33%
• Plasticity Index 33%
• Limit Index 33%
• Swelling Potential 33%
• Index Properties 33%
• Fly Ash Content 33%
• Stabilizing Agent 33%
• Clay Deposit 33%
• Chemical Stabilizer 33%
• Plastic Soil 33%
• Swell Pressure 33%
• Improved Soil 33%

Engineering

• Soil Sample 100%
• Engineering Property 100%
• Lime Content 100%
• Expansive Clay 100%
• Compressive Strength 50%
• Airfield 50%
• Liquid Limit 50%
• Plasticity Index 50%
• Stabilizer 50%
• Ash Content 50%
• Dry Weight 50%
• Clay Deposits 50%