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 94
... obtained by fairing of the data of flictuation of air pressure in air chambers , the relationship between air output and significant wave height in the air chambers can be obtained by the above method . In the air chambers at the bow ...
... obtained by fairing of the data of flictuation of air pressure in air chambers , the relationship between air output and significant wave height in the air chambers can be obtained by the above method . In the air chambers at the bow ...
Page 215
... obtained from the conven- tional consolidation test on a remoulded sample [ 3 ] , there would appear to be a corre- 4 03 void ratio , e 2 e = 4.27 bond breakage experimental ( Zeevaert , 1957 ) without bond breakage Volcanic Mexico Clay ...
... obtained from the conven- tional consolidation test on a remoulded sample [ 3 ] , there would appear to be a corre- 4 03 void ratio , e 2 e = 4.27 bond breakage experimental ( Zeevaert , 1957 ) without bond breakage Volcanic Mexico Clay ...
Page 217
... obtained from Eqs . ( 4 ) and ( 5 ) [ 2 ] . The relationship between compres- sion index and initial or natural void ratio is approximately expressed by : Cc = a ( e 。- emin ) 4 e 。= 4.3 WL 3.1 ( 11 ) where Ce is the compression index ...
... obtained from Eqs . ( 4 ) and ( 5 ) [ 2 ] . The relationship between compres- sion index and initial or natural void ratio is approximately expressed by : Cc = a ( e 。- emin ) 4 e 。= 4.3 WL 3.1 ( 11 ) where Ce is the compression index ...
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