Variation of CPTu Data in Finnish Soft Soils

Earth and Planetary Sciences

• Finland 100%
• Pore Pressure 100%
• Soft Soil 100%
• Soil Strength 100%
• Shear Strength 100%
• Soft Clay 100%

Keyphrases

• Soft Soil 100%
• CPTu 100%
• Transformation Model 71%
• Measurement Uncertainty 42%
• Model Uncertainty 42%
• Tampere 28%
• Coefficient of Variation 28%
• Correlation Model 28%
• Finland 14%
• Repeatability 14%
• Soft Clay 14%
• Pore Pressure 14%
• Geotechnical Design 14%
• Undrained Shear Strength 14%
• Lab Test 14%
• Cone Resistance 14%
• Soil Strength Parameters 14%

Engineering

• Measurement Uncertainty 100%
• Model Uncertainty 100%
• Coefficient of Variation 66%
• Correlation Model 66%
• Repeatability 33%
• Test Site 33%
• Undrained Shear Strength 33%
• Strength Parameter 33%
• Field Investigation 33%
• Lab Test 33%
• Cone Resistance 33%