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 15
would cause major problems within a few years . In the past the only way to tackle this problem was to construct grions . More recently nourishment of sand beach and front dune has been practised to compensate for the loss of sand due ...
would cause major problems within a few years . In the past the only way to tackle this problem was to construct grions . More recently nourishment of sand beach and front dune has been practised to compensate for the loss of sand due ...
Page 319
... cause and region of the pipeline affected are the most influential factors while the significance of diameter , length and contents depends on both these factors . Incident cause has been categorised as : impact anchoring construction ...
... cause and region of the pipeline affected are the most influential factors while the significance of diameter , length and contents depends on both these factors . Incident cause has been categorised as : impact anchoring construction ...
Page 321
... cause of pipeline leaks . The majority of leaks associated with fittings were caused by failure of the fitting itself eg flange , valve , pig trap component , connector . It has not been possible to differentiate between the effects of ...
... cause of pipeline leaks . The majority of leaks associated with fittings were caused by failure of the fitting itself eg flange , valve , pig trap component , connector . It has not been possible to differentiate between the effects of ...
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