Søvind Marl - Behaviour of a plastic fissured Eocene clay

Keyphrases

• Clay 100%
• Marl 100%
• Plastic Clay 60%
• Undrained Shear Strength 40%
• Denmark 20%
• Stiffness 20%
• Strength Parameters 20%
• Oedometer Test 20%
• Preconsolidation Pressure 20%
• Undrained Triaxial Test 20%
• Development Activity 20%
• Stress Level 20%
• General Knowledge 20%
• Potential Challenges 20%
• Pre-consolidation 20%
• Part-based 20%
• Geotechnical Properties 20%
• Correlation Factor 20%
• Continuous Loading 20%
• Earth Pressure at Rest 20%
• Great Depth 20%
• Fissured Clay 20%
• SHANSEP 20%
• Geotechnical Tests 20%
• Extensive Development 20%

Earth and Planetary Sciences

• Shear Strength 100%
• Eocene 100%
• Triaxial Test 50%
• Oedometer Test 50%
• Field Test 50%
• Earth Pressure 50%
• Denmark 50%

Engineering

• Undrained Shear Strength 100%
• Strength Parameter 50%
• Stress Level 50%
• Field Test 50%
• Oedometer Test 50%