Towards a simple and reliable method for calculating uplift capacity of plate anchors in sand

Engineering

• Finite Element Simulation 100%
• Failure Mechanism 100%
• Equilibrium Method 100%
• Good Agreement 50%
• Surface Plasticity Model 50%
• Stress Level 50%
• Test Data 50%
• Equilibrium Solution 50%
• Direct Application 50%
• Friction Angle 50%
• Rigid Block 50%
• Surface Model 50%
• Current Limit 50%
• Yield Surface 50%
• Shear Band 50%
• Anisotropic Effect 50%
• Circular Plate 50%
• Soil Surface 50%
• Rectangular Plate 50%
• Dependent Behavior 50%
• Finite Element Analysis 50%

Earth and Planetary Sciences

• Failure Mechanism 100%
• Equilibrium Method 100%
• Soil Surface 50%
• Shear Band 50%