Characterising chalk-concrete interfaces for offshore renewable energy foundations

Keyphrases

• Concrete Interface 100%
• Normal Stress 100%
• Offshore Renewables 100%
• Energy Foundations 100%
• Interface Strength 100%
• Interface Shear Strength 66%
• Basic Friction Angle 66%
• High Strength 33%
• Tensile Strength 33%
• Shear Strength 33%
• Renewable Energy 33%
• Small Displacement 33%
• Stress Conditions 33%
• Unconfined Compressive Strength 33%
• Shear Test 33%
• Alpha Type 33%
• Interface Shear 33%
• Appropriate Design 33%
• Steel Interface 33%
• Low Normal Stress 33%
• Normal Displacement 33%
• Constant Normal Stress 33%
• Low Stress 33%
• Testing Apparatus 33%
• Gravity Based Structure 33%
• Overlying Rock 33%
• Unbonded 33%
• Tilt Table 33%

Engineering

• Offshore Renewable Energy 100%
• Interface Strength 100%
• Friction Angle 66%
• Interface Shear Strength 66%
• Ultimate Tensile Strength 33%
• Stress Condition 33%
• Renewable Energy 33%
• Compression Strength 33%
• Compressive Strength 33%
• Shear Strength 33%