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 195
... soil interaction ana- lyses are presented . Through the studies , a general p - y back- bone curve expression for ... soil layer pile diameter modulus of deformation of soil Eso initial modulus of deformation of soil shearing modulus of ...
... soil interaction ana- lyses are presented . Through the studies , a general p - y back- bone curve expression for ... soil layer pile diameter modulus of deformation of soil Eso initial modulus of deformation of soil shearing modulus of ...
Page 236
... Soil Dynamics , University of Missouri Rolla , Mo , 1981 , pp . 597-602 . Ishihara , K. and Yasuda , S. , " Cyclic Strengths of Undisturbed Cohesive Soils of Western Tokyo , " Proceedings of the International Symposium Soils Under ...
... Soil Dynamics , University of Missouri Rolla , Mo , 1981 , pp . 597-602 . Ishihara , K. and Yasuda , S. , " Cyclic Strengths of Undisturbed Cohesive Soils of Western Tokyo , " Proceedings of the International Symposium Soils Under ...
Page 329
... soil was also confirmed with field pore pressure measurements taken during the soil boring at the Main Pass site . The excess pore pressure measured was 2.4 ksf , which suggests that the soil at that depth ( 188 ft ) is only about 62 ...
... soil was also confirmed with field pore pressure measurements taken during the soil boring at the Main Pass site . The excess pore pressure measured was 2.4 ksf , which suggests that the soil at that depth ( 188 ft ) is only about 62 ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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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 vane vessel wave weight wire