Uncertainties in modelling undrained shear strength of clays using Critical State Soil Mechanics and SHANSEP

Keyphrases

• Clay 100%
• Undrained Shear Strength 100%
• Critical State Soil Mechanics 100%
• SHANSEP 100%
• Overconsolidation Ratio 50%
• Friction Angle 33%
• Multivariate Database 33%
• Finland 16%
• Analytical Solution 16%
• In Situ 16%
• Geotechnical Design 16%
• Field Vane 16%
• Preconsolidation Pressure 16%
• Correlation Model 16%
• Low Uncertainty 16%
• Soil Strength 16%
• Sampling Operations 16%
• Plasticity Index 16%
• Sensitivity Study 16%
• Soil Investigation 16%
• Test Execution 16%
• Empirical Calibration 16%
• Local Soil Conditions 16%
• Material Coefficients 16%
• Limited Soil 16%

Engineering

• Undrained Shear Strength 100%
• Soil Mechanics 100%
• Overconsolidation Ratio 50%
• Friction Angle 33%
• Data Point 33%
• Model Parameter 16%
• Collected Data 16%
• Correlation Model 16%
• Empirical Model 16%
• Soil Condition 16%
• Plasticity Index 16%
• Soil Investigation 16%
• Sensitivity Study 16%

Earth and Planetary Sciences

• Shear Strength 100%
• Soil Mechanics 100%
• Overconsolidation 50%
• Finland 16%
• Soil Strength 16%
• Soil Condition 16%