Earth pressure coefficients based on the Lade-Duncan failure criterion

Engineering

• Failure Criterion 100%
• Retaining Walls 100%
• Pressure Coefficient 100%
• Analytical Study 100%
• Good Agreement 50%
• Dynamic Behavior 50%
• Mohr-Coulomb Criterion 50%
• Main Advantage 50%
• Lode Angle θ 50%
• Intermediate Principal Stress 50%
• Friction Angle 50%
• Numerical Study 50%
• Plane Strain Problem 50%
• Geomechanics 50%
• Finite Element Method 50%

INIS

• failures 100%
• pressure coefficient 100%
• soils 66%
• walls 66%
• strains 33%
• approximations 33%
• dynamics 33%
• comparative evaluations 33%
• plastics 33%
• finite element method 33%
• friction 33%
• numerical analysis 33%