Finite element model and simple method for predicting consolidation displacement of soft soils exhibiting creep underneath embankments in 2-D condition

Keyphrases

• Finite Element Model 100%
• Creep 100%
• Soft Soil 100%
• Embankment 100%
• Newmark-β Method 75%
• Hypothesis B 75%
• Consolidation Analysis 50%
• Finite Element Simulation 50%
• Test Embankment 50%
• Soil Parameters 50%
• Long-term Deformation 50%
• Decoupled Finite Element Method 50%
• Stress-strain 25%
• Deformation Analysis 25%
• Modeling Techniques 25%
• Geotechnical Engineering 25%
• Elastic Viscoplastic Model 25%
• Elastic-viscoplastic 25%
• Soil Model 25%
• Clayey Soil 25%
• Finite Element Software 25%
• Consolidation Settlement 25%
• Simulation Accuracy 25%
• Transportation Engineering 25%
• Marine Clay 25%
• Non-linear Time 25%
• Buoyancy Effect 25%
• PLAXIS 25%
• Pore Pressure 25%
• Layer Modeling 25%
• Diffusion Effect 25%
• Long-term Consolidation 25%
• Soil Index 25%
• Settlement Curve 25%
• Thick Soil Layer 25%
• Challenging Issues 25%
• Stress-assisted Diffusion 25%

Engineering

• Creep 100%
• Finite Element Modeling 100%
• Measured Data 50%
• Finite Element Simulation 50%
• Parametric Study 50%
• Test Embankment 50%
• Soil Parameter 50%
• Plastic Model 25%
• Good Agreement 25%
• Simulation Result 25%
• Consolidation Settlement 25%
• Marine Clay 25%
• Buoyancy Effect 25%
• Geotechnical Engineering 25%
• Transportation Engineering 25%
• Soil Layer 25%
• Finite Element Analysis 25%

Earth and Planetary Sciences

• Soft Soil 100%
• Soil Layer 50%
• Deformation Analysis 50%
• Pore Pressure 50%