Steady-state solution for cylindrical penetrometers

Keyphrases

• Penetrometer 100%
• Soil Strength 100%
• Strength Anisotropy 100%
• Steady-state Solution 100%
• Finite Element Simulation 50%
• Calculation Time 50%
• Material Properties 50%
• Numerical Solution 50%
• Topological Order 50%
• Spatial Distribution 50%
• Information Flow 50%
• Value-based 50%
• Discretized 50%
• Strength Field 50%
• Large Displacement 50%
• Plastic Flow 50%
• Strain Path 50%
• Anisotropy Strength 50%
• Path Method 50%
• Soil Elements 50%
• Strong Law 50%
• Strength Degradation 50%
• Moving Frame of Reference 50%
• Stationary Frame 50%
• Anisotropy Characteristics 50%
• Field Equations 50%
• Flow Problems 50%
• Rigid-plastic Material 50%
• Execution Order 50%
• Weighting Method 50%
• T-bar Penetrometer 50%
• Full-flow Penetrometer 50%
• Degrading Strains 50%
• Strain Rate Effect 50%
• Streamline Method 50%
• Rigid Body Rotation 50%
• Element Distortion 50%
• Small Strain 50%
• Interface Strength 50%

Engineering

• State Solution 100%
• Streamlines 100%
• Numerical Solution 50%
• Good Agreement 50%
• Spatial Distribution 50%
• Rigid Structure 50%
• Finite Element Simulation 50%
• Plastic Flow 50%
• Interface Strength 50%
• Field Strength 50%
• Field Equation 50%
• Rigid Plastic 50%
• Strain Path 50%
• Body Rotation 50%
• Element Distortion 50%
• Strain Rate Effect 50%
• Moving Frame 50%
• Great Influence 50%
• Flow Problem 50%
• Strength Degradation 50%