Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 90
... Capacities derived for Pentre pile capacity i . actual capacity , unless the capacity is actually measured the terms cannot be used with their true meaning . qc [ kPa ] 0 20000 40000 60000 0 5 10 151 20 Depth [ m ] 3356 30 35 40 45 50 ...
... Capacities derived for Pentre pile capacity i . actual capacity , unless the capacity is actually measured the terms cannot be used with their true meaning . qc [ kPa ] 0 20000 40000 60000 0 5 10 151 20 Depth [ m ] 3356 30 35 40 45 50 ...
Page 92
Table 4 Capacities derived for Pentre pile capacity i . F05 and Kolk method CoVs and means taken from CUR ( 2001 ) ii . ICP , API Main Text and Commentary CoV and means taken from Jardine et al ( 2005 ) iii . NGI CoV and mean taken from ...
Table 4 Capacities derived for Pentre pile capacity i . F05 and Kolk method CoVs and means taken from CUR ( 2001 ) ii . ICP , API Main Text and Commentary CoV and means taken from Jardine et al ( 2005 ) iii . NGI CoV and mean taken from ...
Page 93
... Capacity Estimates 0.24 0.25 0 10 20 20 30 40 50 60 0.26 0.27 0.28 0.29 Figure 7 Combined CoV of skin friction capacity ( compression ) for all methods with different penetrations ( Pentre ) , note the small x axis scale Measured Figure ...
... Capacity Estimates 0.24 0.25 0 10 20 20 30 40 50 60 0.26 0.27 0.28 0.29 Figure 7 Combined CoV of skin friction capacity ( compression ) for all methods with different penetrations ( Pentre ) , note the small x axis scale Measured Figure ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine