Evaluating geoparameters of Maine sensitive clay by CPTU

Keyphrases

• Clay 100%
• Sensitive Clay 100%
• Maine 100%
• Yield Stress 66%
• Stress Ratio 66%
• Mean Sensitivity 33%
• Analytical Solution 33%
• Hybrid Model 33%
• Effective Stress 33%
• Screening Method 33%
• Undrained Shear Strength 33%
• Stress Limit 33%
• Obliquity 33%
• Qmax 33%
• Peak Strength 33%
• Rigidity Index 33%
• Spherical Cavity Expansion 33%
• Fall Cone Test 33%
• Simplified Equations 33%
• Portland 33%
• Limit Plasticity Solution 33%
• Effective Friction Angle 33%

Engineering

• Stress Ratio 100%
• Yield Point 100%
• Good Agreement 50%
• Rigidity 50%
• Friction Angle 50%
• Hybrid Model 50%
• Effective Stress 50%
• Max 50%
• Undrained Shear Strength 50%
• Stress Limit 50%
• Peak Strength 50%
• Field Test Result 50%

Earth and Planetary Sciences

• Stress Ratio 100%
• Maine 100%
• Yield Point 100%
• Field Test 50%
• United States of America 50%
• Obliquity 50%
• Shear Strength 50%