Consolidation of multilayered soil with fractional derivative viscoelasticity due to surface loading and internal pumping

Engineering

• Internal Surface 100%
• Loading Surface 100%
• Fractional Derivative 100%
• Viscoelasticity 100%
• Numerical Study 50%
• One Dimensional 50%
• Accurate Prediction 50%
• Matrix Formulation 50%
• Loading Case 50%
• Excess Pore Water Pressure 50%
• Internal Structure 50%
• Soil System 50%
• Consolidation Process 50%
• Fractional-Order 50%
• Kelvin-Voigt Model 50%
• Fluid Viscosity 50%
• Loading Rate 50%
• Effective Stress 50%
• Soil Layer 50%
• Laplace Transform 50%
• Numerical Analysis 50%
• Boundary Condition 50%

Keyphrases

• Fractional Derivative Kelvin-Voigt Model 50%