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 216
Therefore , following conclusion is obtained : The e - log p relationship of und isturbed soil is obtained taking the effective pressure as a value of po times B , . b ) The compression index , maximum slope of e - log p curve ...
Therefore , following conclusion is obtained : The e - log p relationship of und isturbed soil is obtained taking the effective pressure as a value of po times B , . b ) The compression index , maximum slope of e - log p curve ...
Page 224
However , the values of the NCP site moduli from the two methods , vane shear and UU , are similar enough to suggest that moduli obtained by the vane shear may be representative of the actual . The RIS in situ data is not reliable ...
However , the values of the NCP site moduli from the two methods , vane shear and UU , are similar enough to suggest that moduli obtained by the vane shear may be representative of the actual . The RIS in situ data is not reliable ...
Page 261
SS 55000 SO For the range of Ci values considered , the T2 20 - second requirement can be satisfied only by the addition of an appropriate stabilizer mass at Level 2 . For further detailed analysis , C1 0.888 kips - foot / rad with ...
SS 55000 SO For the range of Ci values considered , the T2 20 - second requirement can be satisfied only by the addition of an appropriate stabilizer mass at Level 2 . For further detailed analysis , C1 0.888 kips - foot / rad with ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
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 unit vane vessel 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 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |