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 119
... Settlement of 31 " O purposes or for safety assessment of operating lines . However , realistic evaluation of ... settlement zone , against the overall settlement , is shown in Fig . 8. Critical deformation in the first stage are elastic ...
... Settlement of 31 " O purposes or for safety assessment of operating lines . However , realistic evaluation of ... settlement zone , against the overall settlement , is shown in Fig . 8. Critical deformation in the first stage are elastic ...
Page 120
... settlement value . Consequently , the reduced tensile force in the pipe resulting from the temperature differential ... settlement zone BSA02 BSA50 -30 NOM At Settlement of 31 " bearing springs in the settlement zone separate from the ...
... settlement value . Consequently , the reduced tensile force in the pipe resulting from the temperature differential ... settlement zone BSA02 BSA50 -30 NOM At Settlement of 31 " bearing springs in the settlement zone separate from the ...
Page 121
settlement zone is now sensitive to the spring strength ( and stiffness ) while the location of the knee in the thaw ... Settlement of 24 " ( kips ) -10 critical segment in 1500 the settlement zone -20 1000 -30 -500 500 FIG . 13 ...
settlement zone is now sensitive to the spring strength ( and stiffness ) while the location of the knee in the thaw ... Settlement of 24 " ( kips ) -10 critical segment in 1500 the settlement zone -20 1000 -30 -500 500 FIG . 13 ...
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