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 211
According to the study , the behaviour of sedimentary soils can be void ratio - effective pressure relationship ... by the initial and also been theoretically derived using an minimum void ratios and a single soil parameenergy concept .
According to the study , the behaviour of sedimentary soils can be void ratio - effective pressure relationship ... by the initial and also been theoretically derived using an minimum void ratios and a single soil parameenergy concept .
Page 212
to a or Summary of Relative Energy Concept In steady state problems , a ground is assumed to be in thermodynamical equilibrium . when the protile is described in terms of the void ratio - effective pressure relationship .
to a or Summary of Relative Energy Concept In steady state problems , a ground is assumed to be in thermodynamical equilibrium . when the protile is described in terms of the void ratio - effective pressure relationship .
Page 213
could be It is noted that the relation modified if a more data is collected Basic Equations Der ived from An Energy Concept In average void ratio systems ( 2,3 ) , the following simple equation describes the basic relationship between ...
could be It is noted that the relation modified if a more data is collected Basic Equations Der ived from An Energy Concept In average void ratio systems ( 2,3 ) , the following simple equation describes the basic relationship between ...
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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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Common terms and phrases
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 |