Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 475
... soil seabed is expressed by Darcy's law . The displacements of soil and porous fluid pressure satisfy Biot consolidation theory . The fluid is compressible . Yamamoto's results were accepted in the far field boundary conditions ...
... soil seabed is expressed by Darcy's law . The displacements of soil and porous fluid pressure satisfy Biot consolidation theory . The fluid is compressible . Yamamoto's results were accepted in the far field boundary conditions ...
Page 604
AXIAL FAILURE MECHANISM NO . 1 CLAY FO Fout Pile - Soil system Fig . 3 Fout ם T . u tip Pile Soil Failure Mechanism No. 1 , Clay in which Wp F out u Total weight of pile S Ftip u @ Ft Ft = : : Total weight of soil inside pile Water ...
AXIAL FAILURE MECHANISM NO . 1 CLAY FO Fout Pile - Soil system Fig . 3 Fout ם T . u tip Pile Soil Failure Mechanism No. 1 , Clay in which Wp F out u Total weight of pile S Ftip u @ Ft Ft = : : Total weight of soil inside pile Water ...
Page 605
AXIAL FAILURE MECHANISM NO . 1 CLAY F1 .out Pile Soil system Fig . 3 in which = Pile ע tip Ws int Fout : u tip : u ע חד . Failure Mechanism No. 1 , Clay Te Soil Ft Ft = Ai Total weight of soil inside pile Water pressure on top of pile ...
AXIAL FAILURE MECHANISM NO . 1 CLAY F1 .out Pile Soil system Fig . 3 in which = Pile ע tip Ws int Fout : u tip : u ע חד . Failure Mechanism No. 1 , Clay Te Soil Ft Ft = Ai Total weight of soil inside pile Water pressure on top of pile ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile