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 203
THE BEHAVIOUR OF A POROELASTIC SEABED UNDER NORMAL AND SHEAR LOADS G. C. W. Sabin , Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland St. John's , Newfoundland , Canada MECHANICAL PROPERTIES OF ...
THE BEHAVIOUR OF A POROELASTIC SEABED UNDER NORMAL AND SHEAR LOADS G. C. W. Sabin , Professor Faculty of Engineering and Applied Science Memorial University of Newfoundland St. John's , Newfoundland , Canada MECHANICAL PROPERTIES OF ...
Page 207
The normal stress and the excess porewater pressure are given in Figures 8 and 9 for an incompressible material for the case 1C where So = By comparison , Figure 11 shows the pore pressure for the case 1C with so 0.0 .
The normal stress and the excess porewater pressure are given in Figures 8 and 9 for an incompressible material for the case 1C where So = By comparison , Figure 11 shows the pore pressure for the case 1C with so 0.0 .
Page 273
In this study most of the distribution types are chosen as normal . Non - normal distribution can easily be applyed , but as the input information is not analyzed in detail , normal distributions are chosen for the sake of simplicity .
In this study most of the distribution types are chosen as normal . Non - normal distribution can easily be applyed , but as the input information is not analyzed in detail , normal distributions are chosen for the sake of simplicity .
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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 |