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 215
... samples were obtained . It is noted that depth is an impor- tant quantities because the energy level Bz depends on z ... samples . This effect may be identified with initial structure - dependency . If sampling is considered to be an ...
... samples were obtained . It is noted that depth is an impor- tant quantities because the energy level Bz depends on z ... samples . This effect may be identified with initial structure - dependency . If sampling is considered to be an ...
Page 217
... samples due to stress release was neglected . Fig . 8 indicates that soil samples assumed to be obtained from different depths show dif- ferent compression behaviour . The distinction between the sample soil and the virgin soil can be ...
... samples due to stress release was neglected . Fig . 8 indicates that soil samples assumed to be obtained from different depths show dif- ferent compression behaviour . The distinction between the sample soil and the virgin soil can be ...
Page 219
... samples . The core samples used in the comparisons are in close proximity to the in - situ test sites . While the emphasis is on vane shear results , some comparison is made to undrained unconsolidated triaxial results to determine if ...
... samples . The core samples used in the comparisons are in close proximity to the in - situ test sites . While the emphasis is on vane shear results , some comparison is made to undrained unconsolidated triaxial results to determine if ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
Semisubmersible Floating Production for the Gulf of Mexico | 13 |
OFFSHORE MECHANICS | 23 |
Copyright | |
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adsorber amplitude analysis angle Arctic Engineering axial bending buoy buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect energy 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 polyester 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 turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire