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 MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone