Experimental investigations on physico-mechanical properties of kaolinite clay soil stabilized at optimum silica fume content using clamshell ash and lime

Engineering

• Stabilized Soil 100%
• Bonding Mechanism 33%
• Soil Particle 33%
• Compaction Characteristic 33%
• Induced Change 33%
• Soil Matrix 33%
• Strength Development 33%
• Engineering Property 33%
• Beneficial Effect 33%
• Dry Unit Weight 33%
• Densification 33%