Disturbance to adjacent marine deposit by offshore DCM construction

Keyphrases

• Marine Deposits 100%
• Deep Cement Mixing 100%
• Marine Soil 20%
• CPTu 20%
• Stress Increment 10%
• Lateral Stress 10%
• Pore Water Pressure 10%
• Theoretical Solution 10%
• Lateral Displacement 10%
• Soil Parameters 10%
• Deformation Characteristics 10%
• Displacement Increment 10%
• Strength Characteristics 10%
• Soil Type 10%
• Soil Construction 10%
• Raw Measurements 10%
• Overconsolidation Ratio 10%
• Pore Water 10%
• Barge 10%
• Motion Disturbance 10%
• Impact Range 10%
• Cone Penetration Test 10%
• Disturbance Degree 10%
• Coarse-grained Soil 10%
• Multiple Mixing 10%
• CPTu Test 10%
• Mixing Operation 10%
• Lateral Soil Movement 10%
• Operation Zone 10%
• Construction Disturbance 10%
• In-situ Soil 10%
• Sleeve Friction 10%

Earth and Planetary Sciences

• Porewater 100%
• Cone Penetration Test 50%
• Overconsolidation 50%
• Water Pressure 50%
• Soils 50%

Engineering

• Cement Mixing 100%
• Marine Soil 20%
• Test Result 10%
• Lateral Stress 10%
• Lateral Displacement 10%
• Soil Parameter 10%
• Displacement Increment 10%
• Situ Soil 10%
• Stress Increment 10%
• Overconsolidation Ratio 10%
• Soil Movement 10%
• Grained Soil 10%
• Sleeve Friction 10%
• Pore Water Pressure 10%
• Cone Penetration Test 10%