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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adsorber amplitude analysis angle Arctic Engineering axial bending buoy buoyancy cable caisson calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue Figure finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Fig simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire