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 221
periodically through the core . The hydrostatic cores from the NCP site were processed immediately upon retrieval while still on board the ship . The large diameter cores from the RIS site were capped , taped , waxed and stored ...
periodically through the core . The hydrostatic cores from the NCP site were processed immediately upon retrieval while still on board the ship . The large diameter cores from the RIS site were capped , taped , waxed and stored ...
Page 222
pads . are area . expansion of pore water when the core is brought to the surface . Previous detailed studies of nine cores in this region have indicated that there is high degree of lateral coherence of physical properties over ...
pads . are area . expansion of pore water when the core is brought to the surface . Previous detailed studies of nine cores in this region have indicated that there is high degree of lateral coherence of physical properties over ...
Page 223
Both cores show a trend of nearly constant strength between 35 cm and 80 with LGC - 7 showing a little more variability . Core LGC - 7 has a low value at 66 cm that may correlate with the weak lens found in situ and both cores show a ...
Both cores show a trend of nearly constant strength between 35 cm and 80 with LGC - 7 showing a little more variability . Core LGC - 7 has a low value at 66 cm that may correlate with the weak lens found in situ and both cores show a ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
38 other sections not shown
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analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Export Citation | BiBTeX EndNote RefMan |