Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 5American Society of Mechanical Engineers, 1996 - Arctic regions |
From inside the book
Results 1-3 of 79
Page 313
... soil movement . Phase II of this research program continued to examine laterally displacing pipeline / soil interaction . The six main objectives of this phase were to investigate : ( 1 ) the effect of pipeline soil cover ; ( 2 ) the ...
... soil movement . Phase II of this research program continued to examine laterally displacing pipeline / soil interaction . The six main objectives of this phase were to investigate : ( 1 ) the effect of pipeline soil cover ; ( 2 ) the ...
Page 348
... soil . The springs orthogonal to the pipe centre line supply the vertical and horizontal forces . The springs are connected to the pipeline on one side and to the soil on the other . The soil action is transmitted to the pipeline by ...
... soil . The springs orthogonal to the pipe centre line supply the vertical and horizontal forces . The springs are connected to the pipeline on one side and to the soil on the other . The soil action is transmitted to the pipeline by ...
Page 365
... soil . In fact , it is a variation in this regime that determines a variation in the effective stress state field and , hence , the ensuing deformation of some sort . Soil deformation in turn influences the variation of pore - pressure ...
... soil . In fact , it is a variation in this regime that determines a variation in the effective stress state field and , hence , the ensuing deformation of some sort . Soil deformation in turn influences the variation of pore - pressure ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 4 |
Copyright | |
17 other sections not shown
Other editions - View all
Common terms and phrases
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