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 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