Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes

Engineering

• Dimensionless 100%
• Soil Pile 100%
• Soil Stiffness 100%
• Boundary Condition 100%
• Master Curve 50%
• Shear Wave 50%
• Closed Form Solution 50%
• Slenderness 50%
• Dimensionless Parameter 50%
• Pile Length 50%
• Stiffness Ratio 50%
• Finite Length 50%
• Concentrated Force 50%
• Dimensionless Ratio 50%
• Superposition Scheme 50%
• Linear-Viscoelastic Material Behavior 50%
• Harmonics 50%