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 81
... specific site or a region traversed by the pipeline system -- currently only the • selection of a specific hazard landslide hazard is being investigated • selection of a slope displacement mode Class A or Class B , and Case 1 or 2 for ...
... specific site or a region traversed by the pipeline system -- currently only the • selection of a specific hazard landslide hazard is being investigated • selection of a slope displacement mode Class A or Class B , and Case 1 or 2 for ...
Page 413
... specific submerged density of the soil in water becomes y's / Yw = 1.0 . Following Sumer and Fredsøe ( 1992a ) the equivalent strip footing parameters can be defined as in Figure 5. D , is found from simple geometrical considerations ...
... specific submerged density of the soil in water becomes y's / Yw = 1.0 . Following Sumer and Fredsøe ( 1992a ) the equivalent strip footing parameters can be defined as in Figure 5. D , is found from simple geometrical considerations ...
Page 440
... specific and , in pipeline technology , unusual driving mechanism described briefly above and in detail in Bjerke et al . ( 1995 ) . The mechanism is complex and the site specific long term current distribution is associated with larger ...
... specific and , in pipeline technology , unusual driving mechanism described briefly above and in detail in Bjerke et al . ( 1995 ) . The mechanism is complex and the site specific long term current distribution is associated with larger ...
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