2D and 3D numerical modeling of combined surcharge and vacuum preloading with vertical drains

Keyphrases

• Three-dimensional numerical Modeling 100%
• Soft Soil Layer 50%
• Storage Yard 50%
• Modified Cam-clay Model 50%
• Unit Cell Geometry 50%
• 3D numerical Analysis 50%
• Plane Strain Analysis 50%
• Settlement Prediction 50%
• Adjacent Structures 50%
• Two-dimensional numerical Analysis 50%
• Consolidation Period 50%
• Longitudinal Axis 50%
• Tianjin Port 50%
• Equivalent Permeability 50%
• Two-dimensional Analysis 50%

Engineering

• Lateral Displacement 20%
• Longitudinal Axis 20%
• Storage Yard 20%
• Modified Cam 20%
• Strain Analysis 20%
• Cell Geometry 20%
• Adjacent Structure 20%
• Embankment Toe 20%
• Situ Soil 20%