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
The energy concept is based on ter , where initial void ratio is the void an idea that the chemical potential energies ratio prior to any compression and the minimum of particles are conserved into the potential void ratio is ...
The energy concept is based on ter , where initial void ratio is the void an idea that the chemical potential energies ratio prior to any compression and the minimum of particles are conserved into the potential void ratio is ...
Page 217
eo = 4.3 W L = 100 % Therefore , the compression index is independent of preconsolidation pressure or yield stress , but dependent on e , and emamo independent of whether the soil is in a sample or in - situ condition .
eo = 4.3 W L = 100 % Therefore , the compression index is independent of preconsolidation pressure or yield stress , but dependent on e , and emamo independent of whether the soil is in a sample or in - situ condition .
Page 218
CONCLUDING REMARKS Based on an energy concept , the compression behaviour of sedimentary soils is discussed in the paper . From the sutdy , the following important conclusion is obtained : a ) The energy concept used is very useful to ...
CONCLUDING REMARKS Based on an energy concept , the compression behaviour of sedimentary soils is discussed in the paper . From the sutdy , the following important conclusion is obtained : a ) The energy concept used is very useful to ...
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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 |