A fully coupled particle method for dynamic analysis of saturated soil

Engineering

• Finite Element Method 100%
• Fluid Flow 66%
• Material Point Method 66%
• Numerical Implementation 33%
• Deformation Model 33%
• Large Deformation 33%
• Pore Fluid 33%
• Geotechnical Application 33%
• Rate Deformation 33%
• Progressive Failure 33%
• Couplings 33%
• Illustrates 33%
• Engineering Application 33%
• Material Point 33%
• Levee 33%
• Numerical Methods 33%
• Conservation of Mass 33%
• Pore Water Pressure 33%

Keyphrases

• Material Point Method 100%
• Soil Deformation 50%
• Special Lagrangian 50%
• Continuous Mesh Models 50%
• Failure Modeling 50%
• Lagrangian Finite Element Method 50%
• Granular Slope 50%
• Soil Skeleton 50%
• External Action 50%
• River Levee 50%