Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 49
... Bottom Survey The pipeline route was selected after reviewing the results of detailed bathymetry and geophysical ... bottom profiling , side scan sonar , and ROV for video taping for visual identification of bottom features . Survey ...
... Bottom Survey The pipeline route was selected after reviewing the results of detailed bathymetry and geophysical ... bottom profiling , side scan sonar , and ROV for video taping for visual identification of bottom features . Survey ...
Page 491
... Bottom type S1 model Large cones 2 values of Vr , Up to configuration of cones 10 Small cones 3 values of Vr , Up to ... bottom In the original test plan , the applied axial pull had to be fixed for all tests . However , since in line ...
... Bottom type S1 model Large cones 2 values of Vr , Up to configuration of cones 10 Small cones 3 values of Vr , Up to ... bottom In the original test plan , the applied axial pull had to be fixed for all tests . However , since in line ...
Page 519
... bottom friction μ ) . Bottom topography ( in the numerical model , the bottom is flat , and the pipe is everywhere in contact with the bottom ) . Given the residual bending moment due to plastic effects and the pipeline roll ( from ...
... bottom friction μ ) . Bottom topography ( in the numerical model , the bottom is flat , and the pipe is everywhere in contact with the bottom ) . Given the residual bending moment due to plastic effects and the pipeline roll ( from ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength