Effect of Undrained Strength Anisotropy on Spudcan Penetration

Keyphrases

• Constitutive Model 100%
• Undrained Strength 100%
• Spudcan Penetration 100%
• Strength Anisotropy 100%
• Numerical Analysis 66%
• Undrained Shear Strength 66%
• Anisotropy 33%
• Offshore Area 33%
• South America 33%
• Site Characterization 33%
• Site Investigation 33%
• Numerical Procedure 33%
• Triaxial Test 33%
• Simple Shear Test 33%
• Overconsolidation 33%
• Total Stress 33%
• Thick Layer 33%
• Hard Clay 33%
• Jack-up 33%
• Stress Formulation 33%
• Clay Behavior 33%
• Procedure Model 33%
• Jack-up Leg 33%
• NGI-ADP 33%

Earth and Planetary Sciences

• Shear Strength 100%
• Site Investigation 50%
• Triaxial Test 50%
• Shear Test 50%
• South America 50%
• Site Characterization 50%
• Adenosine Diphosphate 50%

Engineering

• Constitutive Model 100%
• Undrained Shear Strength 66%
• Simple Shear 33%
• Shearing 33%
• Thick Layer 33%
• Site Investigation 33%
• Stress Formulation 33%