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 along the curves were selected in order to keep the applied loads within acceptable values ... lateral counteracts and the stresses in the pipeline , taking into account installation tolerances for the lateral ...
... lateral counteracts along the curves were selected in order to keep the applied loads within acceptable values ... lateral counteracts and the stresses in the pipeline , taking into account installation tolerances for the lateral ...
Page 276
... Lateral Friction Coefficient Sensitivity to Lateral Friction Coefficient Equivalent Avdal Force = 0.80 KN / m 000 03 interaction . This section is characterized by a gravel pitch of 500 m and a residual laying force of 220 kN , giving ...
... Lateral Friction Coefficient Sensitivity to Lateral Friction Coefficient Equivalent Avdal Force = 0.80 KN / m 000 03 interaction . This section is characterized by a gravel pitch of 500 m and a residual laying force of 220 kN , giving ...
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 |
VOLUME IB OFFSHORE TECHNOLOGY | 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 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 strength subsea survey temperature tension trawl board trench Troll Oil Pipeline Troll Phase tunnel vertical vessel wall thickness water depth weight welding yield strength Zeepipe