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 230
A study conducted on " undisturbed " specimens of Gulf of Mexico clay indicated that the shear strains required for ... strain collapse and low strain shear mechanism is important when considering such sensitive , soft marine clays .
A study conducted on " undisturbed " specimens of Gulf of Mexico clay indicated that the shear strains required for ... strain collapse and low strain shear mechanism is important when considering such sensitive , soft marine clays .
Page 236
Pamukcu , S. and Suhayda , J.N. , " Evaluation of Shear Modulus for Soft Marine Clays , Mississippi Delta ... Parry , R.H.G. , and Wroth , C.P. , " Shear StressStrain Properties of Soft Clay , " Soft Clay Engineering , Chapter 4 , ed .
Pamukcu , S. and Suhayda , J.N. , " Evaluation of Shear Modulus for Soft Marine Clays , Mississippi Delta ... Parry , R.H.G. , and Wroth , C.P. , " Shear StressStrain Properties of Soft Clay , " Soft Clay Engineering , Chapter 4 , ed .
Page 337
CONCLUSIONS SATURATED MELTED CONSOLIDATION OF FROZEN CLAY BLOCK MASS Saturated Melted Consolidation of Frozen Clay Block Mass Our experimental results show that during saturation of a frozen clay block mass , the surface part of the ...
CONCLUSIONS SATURATED MELTED CONSOLIDATION OF FROZEN CLAY BLOCK MASS Saturated Melted Consolidation of Frozen Clay Block Mass Our experimental results show that during saturation of a frozen clay block mass , the surface part of the ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
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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 |