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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adsorber amplitude analysis angle Arctic Engineering axial bending buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear liquid limit load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Figure simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire