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 Cu dp pile diameter Es Eso Gs Gso K Ko *** M MNP Pu q modulus of deformation of soil initial modulus of ...
... soil interaction ana- lyses are presented . Through the studies , a general p - y back- bone curve expression for ... soil layer Cu dp pile diameter Es Eso Gs Gso K Ko *** M MNP Pu q modulus of deformation of soil initial modulus of ...
Page 312
... Soil Criteria Due to the fact that the soil stiffness parameters ( soil modulus and Poisson ratio ) can only be estimated rather poorly , DS 449 ( 1984 ) demands that the structure is analysed for both weak and strong soil conditions ...
... Soil Criteria Due to the fact that the soil stiffness parameters ( soil modulus and Poisson ratio ) can only be estimated rather poorly , DS 449 ( 1984 ) demands that the structure is analysed for both weak and strong soil conditions ...
Page 329
... soil The underconsolidated nature of the Main Pass 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 The underconsolidated nature of the Main Pass 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 ...
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