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 120
... zone -20 critical segment in the settlement zone BSA02 BSA50 -30 NOM At Settlement of 31 " bearing springs in the settlement zone separate from the pipe and the pipe loses its support in the vicinity of the transition . The uplift ...
... zone -20 critical segment in the settlement zone BSA02 BSA50 -30 NOM At Settlement of 31 " bearing springs in the settlement zone separate from the pipe and the pipe loses its support in the vicinity of the transition . The uplift ...
Page 122
... Zone of Reduced Strength and Stiffness for the Longitudinal Soil Springs A common feature of many of the thaw - settlement analytical models is the inclusion of a section of pipe in the settlement zone , immediately adjacent to the ...
... Zone of Reduced Strength and Stiffness for the Longitudinal Soil Springs A common feature of many of the thaw - settlement analytical models is the inclusion of a section of pipe in the settlement zone , immediately adjacent to the ...
Page 150
... ZONES FOR PIPELINE DISPLACEMENT OF 0.75M - PIPELINE 1 OF TEST A ZONE I ZONE 2 ZONE I ZONE 2 ZONE 3 FIGURE 5 : DISPLACED PIPELINE , DEFORMED FE MESH , AND THREE PLASTIC SHEAR ZONES FOR PIPELINE DISPLACEMENT OF 0.50M PIPELINE 1 OF TEST ...
... ZONES FOR PIPELINE DISPLACEMENT OF 0.75M - PIPELINE 1 OF TEST A ZONE I ZONE 2 ZONE I ZONE 2 ZONE 3 FIGURE 5 : DISPLACED PIPELINE , DEFORMED FE MESH , AND THREE PLASTIC SHEAR ZONES FOR PIPELINE DISPLACEMENT OF 0.50M PIPELINE 1 OF TEST ...
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