Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 17
... approach by the directional drilling ( dune section ) and conventional laybarge technique ( nearshore ) . The total installed length of the shore approach is 2.15 km . For the conventional laybarge installation , Saipems ' CASTORO Sei ...
... approach by the directional drilling ( dune section ) and conventional laybarge technique ( nearshore ) . The total installed length of the shore approach is 2.15 km . For the conventional laybarge installation , Saipems ' CASTORO Sei ...
Page 99
... approach is based on the assumption that a risk management strategy which minimizes expected life - cycle cost is preferential to one that leads to a higher expected life - cycle cost . While in general this is true , the approach does ...
... approach is based on the assumption that a risk management strategy which minimizes expected life - cycle cost is preferential to one that leads to a higher expected life - cycle cost . While in general this is true , the approach does ...
Page 206
... approach compared to CU approach without live loads . ii - GDF approach compared to CU approach with its maximum proposed live loads . In figure 1 , we show that GDF approach always gives greater values for the stress state level ( +15 ...
... approach compared to CU approach without live loads . ii - GDF approach compared to CU approach with its maximum proposed live loads . In figure 1 , we show that GDF approach always gives greater values for the stress state level ( +15 ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength