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 the interactions between particles at a given shear strength , the void ratio at sedimenta- tion can be regarded as a function of the liq- uid limit . particles If the attractive force ...
... limit of a sediment can be considered an index of the interactions between particles at a given shear strength , the void ratio at sedimenta- tion can be regarded as a function of the liq- uid limit . particles If the attractive force ...
Page 215
... limit . Fig.4 shows the correlations between Bmax 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 ...
... limit . Fig.4 shows the correlations between Bmax 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 ...
Page 311
... limit state design principles . DS 449 demands that the uncertainties of the soil parameters shall be considered in the design . However , comparative jacket and pile calculations with different soil parameters have shown that for four ...
... limit state design principles . DS 449 demands that the uncertainties of the soil parameters shall be considered in the design . However , comparative jacket and pile calculations with different soil parameters have shown that for four ...
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 buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear liquid limit 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 Figure 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