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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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire