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 181
... soils the behavior of the soil around the point of the pile needs to be much better understood , not only for its effect on frictional resistance , but also for improved evaluation of point bearing resistance . The guiding concept ...
... soils the behavior of the soil around the point of the pile needs to be much better understood , not only for its effect on frictional resistance , but also for improved evaluation of point bearing resistance . The guiding concept ...
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 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 initial modulus of deformation of soil shearing modulus of ...
Page 314
... soil condition is less than 10 % for primary jacket members and piles . Other North Sea Practices like NPD rules ( 1984 ) , BS 6235 ( 1982 ) and API ( 1986 ) only consider a characteristic soil condition ( the most probable condition ) ...
... soil condition is less than 10 % for primary jacket members and piles . Other North Sea Practices like NPD rules ( 1984 ) , BS 6235 ( 1982 ) and API ( 1986 ) only consider a characteristic soil condition ( the most probable condition ) ...
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 buoy buoyancy cable caisson calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue Figure finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear 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 Fig 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