Spudcan penetration analysis for three case histories in sand overlying clay

Engineering

• Failure Mechanism 100%
• Clay Layer 100%
• Progression 50%
• Applicability 50%
• Strength Parameter 50%
• Design Method 50%
• Thin Layer 50%
• Bearing Capacity 50%
• Penetration Depth 50%
• Shallow Foundation 50%
• Penetration Resistance 50%
• Depth Profile 50%
• Punching Shear 50%
• Substantial Damage 50%
• Scale Experiment 50%
• Field Case 50%
• Single Failure 50%