Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 327
... spudcan of diameter 3 m and soil strength as shown in Fig . 5. And FE results are for spudcan of diameter 6 m and 12 m with both smooth and rough interface . Basically , which were to compare soil flow mechanisms with half - spudcan ...
... spudcan of diameter 3 m and soil strength as shown in Fig . 5. And FE results are for spudcan of diameter 6 m and 12 m with both smooth and rough interface . Basically , which were to compare soil flow mechanisms with half - spudcan ...
Page 329
... spudcan foundation in jack- up rigs can be costly in offshore operation . Thus , the accurate prediction of load - penetration response becomes increasingly important in offshore design . The performance of spudcan foundation during ...
... spudcan foundation in jack- up rigs can be costly in offshore operation . Thus , the accurate prediction of load - penetration response becomes increasingly important in offshore design . The performance of spudcan foundation during ...
Page 334
... Spudcan ( FE , rough ) Ne 10 Spudcan ( FE , smooth ) 5 Spudcan ( Centrifuge ) Flat - plate ( Centrifuge , Hu et al . [ 4 ] ) 10.5 In FE analyses for flat - plate , a constant N ̧ value of 11.7 can be obtained at deep penetration ...
... Spudcan ( FE , rough ) Ne 10 Spudcan ( FE , smooth ) 5 Spudcan ( Centrifuge ) Flat - plate ( Centrifuge , Hu et al . [ 4 ] ) 10.5 In FE analyses for flat - plate , a constant N ̧ value of 11.7 can be obtained at deep penetration ...
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Common terms and phrases
amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force