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 | 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