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 317
... Interaction It is apparent that as interaction velocity decreased or tended towards a drained loading condition , the loads experienced by the pipeline were greater than those experienced by a pipeline during an undrained loading ...
... Interaction It is apparent that as interaction velocity decreased or tended towards a drained loading condition , the loads experienced by the pipeline were greater than those experienced by a pipeline during an undrained loading ...
Page 333
... interaction between pipelines and overconsolidated soil is modeled using the Advanced Geotechnical Analysis Code ... interaction force . Soils with higher overconsolidation show larger interaction force for all rates of pipeline movement ...
... interaction between pipelines and overconsolidated soil is modeled using the Advanced Geotechnical Analysis Code ... interaction force . Soils with higher overconsolidation show larger interaction force for all rates of pipeline movement ...
Page 341
soil interaction is controlled by the way the movement of a slope , for example , is introduced . Furthermore , as observed in many sites by Scarpelli et al . ( 1995 ) , slope movements do not occur continuously in time but only ...
soil interaction is controlled by the way the movement of a slope , for example , is introduced . Furthermore , as observed in many sites by Scarpelli et al . ( 1995 ) , slope movements do not occur continuously in time but only ...
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