Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 5American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 90
... lateral counteracts and the stresses in the pipeline , taking into account installation tolerances for the lateral counteracts . The effects of the pipeline - counteract interaction during installation were calculated with the " SPAN ...
... lateral counteracts and the stresses in the pipeline , taking into account installation tolerances for the lateral counteracts . The effects of the pipeline - counteract interaction during installation were calculated with the " SPAN ...
Page 276
Axel Strein FEM Analysis - Increased Axial Reaction Concep Sensitivity Analysis on Lateral Friction Coefficient 0.40 % Sensitivity to Lateral Friction Coefficient 0.20 % 0.00 % -0.20 % Equivalent Avdal Force 0.80 kN / m 03 interaction ...
Axel Strein FEM Analysis - Increased Axial Reaction Concep Sensitivity Analysis on Lateral Friction Coefficient 0.40 % Sensitivity to Lateral Friction Coefficient 0.20 % 0.00 % -0.20 % Equivalent Avdal Force 0.80 kN / m 03 interaction ...
Page 282
... Lateral Break - out In soft clay , lateral deflections are prevented for the on - bottom condition , due to large soil restraints and moderate horizontal curvatures . When the pipeline lifts off the seabed , the lateral soil resistance ...
... Lateral Break - out In soft clay , lateral deflections are prevented for the on - bottom condition , due to large soil restraints and moderate horizontal curvatures . When the pipeline lifts off the seabed , the lateral soil resistance ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 4 |
Copyright | |
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analysis applied Arctic Engineering ASME assessment axial bending borehole buckling buckling length calculated Castorano configuration construction corrosion curve defects Det Norske Veritas diameter displacement dynamic effect factor failure Fensfjorden Figure fjord flexible pipe flow free span friction GTAW hoop stress horizontal impact installation interaction intervention J-lay Kollsnes landfall lateral counteracts laybarge laying length limit load martensitic material maximum Mechanics and Arctic meter Mongstad movement Norske Shell Norwegian Norwegian Trench Offshore Mechanics offshore pipelines OMAE operation parameters performed pipe material pipelay pipeline route Pipeline Technology post-lay pre-lay prebent section pressure pull-in riser rock safety seabed seismic shear strength slope soil spool stability Statoil steel stinger strain subsea survey temperature tension trawl board trench Troll Oil Pipeline Troll Phase tunnel vertical vessel wall thickness water depth weight welding yield strength Zeepipe