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 463
... Construction techniques which are effective during the summer may not be appropriate or effective in other seasons . Alternatively , site specific resource impacts may pose conflicting timing constraints with those of proposed construction ...
... Construction techniques which are effective during the summer may not be appropriate or effective in other seasons . Alternatively , site specific resource impacts may pose conflicting timing constraints with those of proposed construction ...
Page 467
... Construction Practice Material Defect Stress Corrosion Cracking Slope Instability External Corrosion Susceptible Pipe Disbonded Coating Groundwater Composition Coating Peened - Location Type Soil ON ONT Age -Coating Soil -Age Cath ...
... Construction Practice Material Defect Stress Corrosion Cracking Slope Instability External Corrosion Susceptible Pipe Disbonded Coating Groundwater Composition Coating Peened - Location Type Soil ON ONT Age -Coating Soil -Age Cath ...
Page 575
... construction stages can find solutions which are more " tailored " to the technical and operational capabilities of the construction equipment such as the lay vessels and trenching or ploughing machines . This process is both ...
... construction stages can find solutions which are more " tailored " to the technical and operational capabilities of the construction equipment such as the lay vessels and trenching or ploughing machines . This process is both ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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Common terms and phrases
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