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 82
Page 67
... SLOPE 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 ...
... SLOPE 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 ...
Page 345
... slope an increasing state of traction is recorded . A consequent state of compression appears in the lower part of the slope . These are typical effects induced by a soil movement parallel to pipe longitudinal axis . Drains parallel to ...
... slope an increasing state of traction is recorded . A consequent state of compression appears in the lower part of the slope . These are typical effects induced by a soil movement parallel to pipe longitudinal axis . Drains parallel to ...
Page 346
... Slope and pipeline monitoring was adopted during construction due to some manifestation of hydro - geological instabilities . Strain gauges were installed mainly in the upper part of the slope ; afterwards strain gauges were installed ...
... Slope and pipeline monitoring was adopted during construction due to some manifestation of hydro - geological instabilities . Strain gauges were installed mainly in the upper part of the slope ; afterwards strain gauges were installed ...
Contents
TROLL PIPELINE PROJECT | 1 |
SAFETY | 3 |
VOLUME IB OFFSHORE TECHNOLOGY | 4 |
Copyright | |
14 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 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