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 604
... 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 pressure on top of pile Water pressure , at net area of the tip of pile ( ≈0 for full scale ...
... 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 pressure on top of pile Water pressure , at net area of the tip of pile ( ≈0 for full scale ...
Page 605
... 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 Water pressure , at net area of the tip of pile ( ≈0 for full scale pile ) Skin ...
... 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 Water pressure , at net area of the tip of pile ( ≈0 for full scale pile ) Skin ...
Page 614
... PILE CEI PILE PF PILE II PILE AN C PILE C TO 35 20 PENETRATION ( M ) PENETRATION ( M ) 30 PILE B 55 40 50 PILE A 75 60 FIGURE 8 - DRIVING LOG OF TEST I PILES O FIGURE 10 - DRIVING LOG OF TEST II PILES Pile II was not monitored but shown ...
... PILE CEI PILE PF PILE II PILE AN C PILE C TO 35 20 PENETRATION ( M ) PENETRATION ( M ) 30 PILE B 55 40 50 PILE A 75 60 FIGURE 8 - DRIVING LOG OF TEST I PILES O FIGURE 10 - DRIVING LOG OF TEST II PILES Pile II was not monitored but shown ...
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