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 51
... ( diameter 3-8mm ) ( diameter 5-12mm ) 0.08 % min ( diameter 2-4mm ) 0.4 % min ( diameter 2-4mm ) ( the refers to the area of the concrete ) Double layer reinforcement to be used when CT > 80mm . For the base case , longitudinal bars of 6 mm ...
... ( diameter 3-8mm ) ( diameter 5-12mm ) 0.08 % min ( diameter 2-4mm ) 0.4 % min ( diameter 2-4mm ) ( the refers to the area of the concrete ) Double layer reinforcement to be used when CT > 80mm . For the base case , longitudinal bars of 6 mm ...
Page 175
... diameter gas pipeline . Pile Type 1 , with anchoring angles , are situated in the depression of a shallow ravine and are augured 4 m into the ground . Their height above ground is about 3 m . Pile Type 2 , with an anti - heave covering ...
... diameter gas pipeline . Pile Type 1 , with anchoring angles , are situated in the depression of a shallow ravine and are augured 4 m into the ground . Their height above ground is about 3 m . Pile Type 2 , with an anti - heave covering ...
Page 411
... diameter pipes at low pressure . This is far removed from the conditions of the real life applications . One may expect that processes taking place on the gas- liquid interface , like droplet generation and waves , are very different at ...
... diameter pipes at low pressure . This is far removed from the conditions of the real life applications . One may expect that processes taking place on the gas- liquid interface , like droplet generation and waves , are very different at ...
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