Numerical & experimental investigation of offshore shallow skirted foundations

Engineering

• Experimental Investigation 100%
• Finite Element Analysis 100%
• End Bearing 66%
• Embedment 50%
• Large Deformation 50%
• Soil Plug 33%
• Model Test 33%
• Test Result 16%
• Consolidated Clay 16%
• Centrifuge 16%
• Overturning Moment 16%
• Shallow Foundation 16%
• Bearing Capacity 16%
• Diameter Ratio 16%
• Capacity Factor 16%
• Displacement Response 16%
• Test Analysis 16%
• Soil Failure 16%
• Captured Image 16%
• Image Analysis 16%
• Deep Water 16%
• Failure Mechanism 16%
• Soil Condition 16%