Using SHANSEP for verification of unreliable piezocone data in clays

Keyphrases

• Clay 100%
• Undrained Shear Strength 100%
• Piezocone 100%
• SHANSEP 100%
• Embankment 50%
• Finland 25%
• Accurate Modeling 25%
• Strength Increase 25%
• Site Investigation 25%
• Railway Embankment 25%
• Embankment on Soft Clay 25%
• Field Vane Test 25%
• Engineering Practice 25%
• In Situ 25%
• Embankment Stability 25%
• Shear Strength 25%
• In-situ Test 25%
• Overconsolidation Ratio 25%
• Undrained Stability 25%
• Soil Strength 25%
• CPTu Test 25%
• Empirical Calibration 25%
• Material Coefficients 25%
• Cone Factor 25%
• Empirical Cone Factors 25%

Engineering

• Undrained Shear Strength 100%
• Engineering 25%
• Applicability 25%
• Railway 25%
• Site Investigation 25%
• Embankment Stability 25%
• Continuous Measurement 25%
• Situ Test 25%
• Increase Strength 25%
• Overconsolidation Ratio 25%
• Empirical Model 25%
• Shear Strength 25%

Earth and Planetary Sciences

• Shear Strength 100%
• Finland 20%
• Soft Clay 20%
• Overconsolidation 20%
• In Situ Test 20%
• Soil Strength 20%
• Site Investigation 20%
• Subsoil 20%