Poroelastic theory of consolidation in unsaturated soils incorporating gravitational body forces

Keyphrases

• Gravitational Body Forces 100%
• Poroelastic Theory 100%
• Unsaturated Soil 100%
• Excess Pore Water Pressure 100%
• Spatial Derivatives 33%
• Derivative Term 33%
• Viscous Drag 33%
• Displacement Vector 33%
• Initial Water Saturation 33%
• Temporal Derivatives 33%
• Total Settlement 33%
• Soil Depth 33%

Engineering

• Excess Pore Water Pressure 100%
• Initial Water Saturation 50%
• Derivative Term 50%
• Initial and Boundary Condition 50%
• Displacement Vector 50%