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 190
... experiment , frozen - unfrozen transition in UP experiment . for the period between the first and second freezes of the UP experiments , each freezing period was followed by a period of thaw in which the soil was allowed to thaw ...
... experiment , frozen - unfrozen transition in UP experiment . for the period between the first and second freezes of the UP experiments , each freezing period was followed by a period of thaw in which the soil was allowed to thaw ...
Page 192
... experiment such uplift does not extend into the prefrozen section . -Near the transition in the UP experiments , heave is greater adjacent to the pipe than directly above for some distance from the interface . In the SS experiment ...
... experiment such uplift does not extend into the prefrozen section . -Near the transition in the UP experiments , heave is greater adjacent to the pipe than directly above for some distance from the interface . In the SS experiment ...
Page 412
... experiments should not be confused with the common use of freon in two - phase flow experiments where phase transfer of the freon is desired . In our experiments phase transfer of freon is to be avoided . THE EXPERIMENTAL SET - UP ...
... experiments should not be confused with the common use of freon in two - phase flow experiments where phase transfer of the freon is desired . In our experiments phase transfer of freon is to be avoided . THE EXPERIMENTAL SET - UP ...
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