One-Dimensional Consolidation of Multilayered Soil with Continuous Drainage Boundaries and under Time-Dependent Loading

Keyphrases

• One-dimensional Consolidation 100%
• Time-dependent Loading 100%
• Multi-layered Soil 100%
• Continuous Drainage Boundary 100%
• Excess Pore Water Pressure 66%
• Consolidation Behavior 66%
• Drainage Boundary 66%
• Average Degree of Consolidation 66%
• Homogeneous Soil 66%
• Instantaneous Loading 66%
• Prediction Accuracy 33%
• Numerical Results 33%
• In Situ 33%
• Analytical Solution 33%
• Transfer Matrix 33%
• Matrix Formulation 33%
• Surcharge Load 33%
• Loading Rate 33%
• Clay Soil 33%
• Terzaghi 33%
• Layered Soil 33%
• Inverse Laplace Transform 33%
• Laplace Transform 33%
• Consolidation Theory 33%
• Drainage Boundary Condition 33%
• Loading Path 33%
• Two-layered Soil 33%
• Consolidation Solution 33%
• Reclamation Engineering 33%
• Physical Domain 33%

Engineering

• One Dimensional 100%
• Excess Pore Water Pressure 100%
• Accurate Prediction 50%
• Parametric Study 50%
• Matrix Formulation 50%
• Limiting Case 50%
• Loading Path 50%
• Consolidation Theory 50%
• Engineering 50%
• Loading Rate 50%
• Closed Form 50%
• Laplace Transform 50%
• Boundary Condition 50%
• Inverse Laplace Transform 50%