Nonlinear Equation for Predicting the Settlement of Reinforced Soil Foundations

Engineering

• Parametric Study 100%
• Numerical Model 50%
• Static Loading 50%
• Friction Angle 50%
• Fill Material 50%
• Geosynthetic Reinforcement 50%
• Shallow Foundation 50%
• Reinforcement Layer 50%

Keyphrases

• Number of Reinforcement Layers 20%
• Shallow Foundation Design 20%