The Bearing Capacity of Circular Footings in Sand: Comparison between Model Tests and Numerical Simulations Based on a Nonlinear Mohr Failure Envelope

Engineering

• Computer Simulation 100%
• Test Result 100%
• Failure Envelope 100%
• Bearing Capacity 100%
• Foundations 100%
• Good Agreement 50%
• Relative Density 50%
• Stress Level 50%
• Scale Model Test 50%
• Friction Angle 50%
• Failure Criterion 50%
• Models 50%