Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 212
... limit of a sediment can be considered an index of interactions between particles at a shear strength , the void ratio at sedimenta- tion can be regarded as a function of the liq- uid limit . the given If the attractive force between ...
... limit of a sediment can be considered an index of interactions between particles at a shear strength , the void ratio at sedimenta- tion can be regarded as a function of the liq- uid limit . the given If the attractive force between ...
Page 215
... limit . Fig.4 shows the correlations between ma and depth for subsoil samples with liquid limit . The figure shows that the max decreases with increasing liquid limit and increasing depth at which the samples were obtained . It is noted ...
... limit . Fig.4 shows the correlations between ma and depth for subsoil samples with liquid limit . The figure shows that the max decreases with increasing liquid limit and increasing depth at which the samples were obtained . It is noted ...
Page 314
... Limit State For both jacket DAN FB and DAN FC the pile group axial forces in the elastic ultimate limit state are not equally distributed on the individual piles , and the distribution is depending on the wave direction , stiffness ...
... Limit State For both jacket DAN FB and DAN FC the pile group axial forces in the elastic ultimate limit state are not equally distributed on the individual piles , and the distribution is depending on the wave direction , stiffness ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis anchor applied bending calculations components Conference connected considerable considered construction cost curve damage depth determined direction displacement distribution drilling dynamic effect element energy Engineering equation equipment excitation fatigue field Figure fixed flexible floating flow forces frequency function geometry included increase inspection installation International joint length limit linear load lower mass matrix maximum mean measured Mechanics method mode model tests mooring mooring system motion obtained Offshore operating parameters performance period phase pile pipe pipeline platform position presented pressure production ratio response riser RPIT shear shown shows significant soil static stiffness strength stress structure surface Table technique Technology tension tool tower turbine vessel wave weight