Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 79
... seabed affected by wave induced pressure cylces interacting with a pipeline . to For the part of the problem associated with the poro- elastic seabed , a number of papers have been presented on the effects of the propagation of waves in ...
... seabed affected by wave induced pressure cylces interacting with a pipeline . to For the part of the problem associated with the poro- elastic seabed , a number of papers have been presented on the effects of the propagation of waves in ...
Page 80
... seabed hydraulic field and seabed nature . In particular , the observed time - scale of self - lowering and the final configuration of the pipeline with respect to the original seabed suggest that tunnel erosion is the major mechanism ...
... seabed hydraulic field and seabed nature . In particular , the observed time - scale of self - lowering and the final configuration of the pipeline with respect to the original seabed suggest that tunnel erosion is the major mechanism ...
Page 96
... seabed areas is to minimize the cost of the pipeline as far as rectification and free span correction works are concerned . Moreover , the assessment of the structural integrity has to comply with the requirements of an established ...
... seabed areas is to minimize the cost of the pipeline as far as rectification and free span correction works are concerned . Moreover , the assessment of the structural integrity has to comply with the requirements of an established ...
Contents
OFFSHORE | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
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Almen strip anticorrosion coating applied assessment axial force backfill behaviour bending Bruschi buckle buckle lengths burst pressure calculated cathodic protection circumferential coefficients compression concrete coating configuration crack propagation criteria curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering equations factor failure fatigue field joints flow fracture free spans gas pipeline grit blasting hoop stress hydrodynamic increase installation interaction layer length load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium Offshore operating OTDR overcoating parameters pile pipeline pits plastic Polypropylene predicted resistance response sand scour seabed self-lowering sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens Statoil steel stiffness strain strain gauges strength stress stress concentration structural surface temperature thickness TMCP uneven seabed values velocity wave weld Zeepipe zone