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 | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
14 other sections not shown
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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