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 198
CURVES . - where yo = € 50dp and € 50 is equal to the strain at 1726 -639 ° max . To fit the p - y curves obtained ... EVALUATION OF THE VALIDITY OF THE PROPOSED P - Y CURVE EXPRESSION In order to take into consideration the unloading ...
CURVES . - where yo = € 50dp and € 50 is equal to the strain at 1726 -639 ° max . To fit the p - y curves obtained ... EVALUATION OF THE VALIDITY OF THE PROPOSED P - Y CURVE EXPRESSION In order to take into consideration the unloading ...
Page 214
Accordingly , the experimental e - log р relationship will correspond with the theoretical undisturbed curve broken line ) at relatively low errective pressures but will change to the theoretical e - log p curve of remoulded soil ...
Accordingly , the experimental e - log р relationship will correspond with the theoretical undisturbed curve broken line ) at relatively low errective pressures but will change to the theoretical e - log p curve of remoulded soil ...
Page 234
As observed from the figures , static moduli reduction curves shift down as a result of induced pore water pressures , while dynamic moduli curves behave differently . In Figure 7b the dynamic curve shifts upward slightly and in 7c it ...
As observed from the figures , static moduli reduction curves shift down as a result of induced pore water pressures , while dynamic moduli curves behave differently . In Figure 7b the dynamic curve shifts upward slightly and in 7c it ...
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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 |