Consolidation of flexible pavement based on a viscoelastic-elastic-poroelastic (VE-E-PE) model

Keyphrases

• Poroelastic Model 100%
• Flexible Pavement 100%
• E-model 66%
• Stress-strain 33%
• Subgrade 33%
• Continuity Condition 33%
• General Characteristics 33%
• Poroelasticity 33%
• Strain Displacement 33%
• Pavement Response 33%

Engineering

• Pavement 100%
• Subgrade 33%
• Leading Edge 33%
• Continuity Condition 33%
• Stress-Strain Relations 33%
• Porosity 33%