Effect of desiccation on the geotechnical properties of lime-fly ash stabilized collapsible residual sand

Keyphrases

• Fly Ash 100%
• Desiccation 100%
• Geotechnical Properties 100%
• Residual Sand 100%
• Lime-fly Ash 100%
• California Bearing Ratio 50%
• Berea 33%
• Unconfined Compressive Strength 33%
• Freeze-thaw Cycles 33%
• Wet Cycle 33%
• Sand 16%
• Strength Properties 16%
• Interpretation of Change 16%
• Mass Reduction 16%
• Traffic Loading 16%
• Change in Mass 16%
• Coastal Plain 16%
• Drainage Condition 16%
• Red Sand 16%
• Collapsible Sand 16%
• Postoperative Drainage 16%
• Stabilized Sand 16%
• Weakly Cemented 16%
• Ash Samples 16%
• Ash Materials 16%
• KwaZulu-Natal Midlands 16%

Engineering

• Drying Cycle 100%
• Compression Strength 100%
• Compressive Strength 100%
• Durables 50%
• Test Sample 50%
• Applied Stress 50%
• Ash Sample 50%