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 78
... developed as a result of the studies into pipe / seabed interaction , resulted in a reduction in post - trenching works of about 40 % . Areas to Be Trenched ( KP Range ) Depth of Trench ( m ) Finally Trenched | Areas ( KP Range ) 418.5 ...
... developed as a result of the studies into pipe / seabed interaction , resulted in a reduction in post - trenching works of about 40 % . Areas to Be Trenched ( KP Range ) Depth of Trench ( m ) Finally Trenched | Areas ( KP Range ) 418.5 ...
Page 157
... developed for an elastic beam embedded in an elasto - plastic soil . An approximate 3 - D solution is proposed that accounts for embedment and breakaway conditions behind the pipeline making use of the load displacement curves developed ...
... developed for an elastic beam embedded in an elasto - plastic soil . An approximate 3 - D solution is proposed that accounts for embedment and breakaway conditions behind the pipeline making use of the load displacement curves developed ...
Page 158
... developed due to the movement . Therefore , other solutions can be developed for different boundary conditions provided a suitable total soil resistance can be input to represent the given boundary condition ( Rajani and Morgenstern ...
... developed due to the movement . Therefore , other solutions can be developed for different boundary conditions provided a suitable total soil resistance can be input to represent the given boundary condition ( Rajani and Morgenstern ...
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