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 65
... stability analyses , make a reasonable prediction of the earthquake induced permanent deformation and evaluate the post - earthquake static stability . The special laboratory testing and analysis conducted showed that the only ...
... stability analyses , make a reasonable prediction of the earthquake induced permanent deformation and evaluate the post - earthquake static stability . The special laboratory testing and analysis conducted showed that the only ...
Page 67
... STABILITY EVALUATION To evaluate the slope stability and the magnitude of earthquake - induced deformations , both pseudo - static and dynamic response analyses were performed . Pseudo - static Analyses The pseudo - static analyses were ...
... STABILITY EVALUATION To evaluate the slope stability and the magnitude of earthquake - induced deformations , both pseudo - static and dynamic response analyses were performed . Pseudo - static Analyses The pseudo - static analyses were ...
Page 68
Stability problems were only found for three sleepers placed on very soft clay with undrained shear strength of 5-9 kPa . Sufficient stability was achieved by installing two large counter fills at two pre - lay sleepers , see . Fig 8. A ...
Stability problems were only found for three sleepers placed on very soft clay with undrained shear strength of 5-9 kPa . Sufficient stability was achieved by installing two large counter fills at two pre - lay sleepers , see . Fig 8. A ...
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