Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 4American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 54
... material of good quality will have a temperature of about -3.5 ° C just after landing on the ice surface . Thus , it is not until at least -20 ° C that this desired temperature of deposited material is reached . If the fall time is ...
... material of good quality will have a temperature of about -3.5 ° C just after landing on the ice surface . Thus , it is not until at least -20 ° C that this desired temperature of deposited material is reached . If the fall time is ...
Page 55
... material as the ambient temperature increases . Construction experience has shown that a transition occurs at ambient temperatures in the region of -20 ° C where , above this temperature it rapidly becomes impossible to make competent ...
... material as the ambient temperature increases . Construction experience has shown that a transition occurs at ambient temperatures in the region of -20 ° C where , above this temperature it rapidly becomes impossible to make competent ...
Page 216
... material are pushed into the softer material , grooving it as a result of the relative motion between the surfaces . This is schematically shown in Fig . 5. The friction coefficient due to the grooving with the notations in Fig . 5 is ...
... material are pushed into the softer material , grooving it as a result of the relative motion between the surfaces . This is schematically shown in Fig . 5. The friction coefficient due to the grooving with the notations in Fig . 5 is ...
Contents
ICEENVIRONMENT STATISTICS | 1 |
Seasonal Ice Cover Variability in a Coupled IceOcean Model for the Arctic Ocean | 11 |
An Illustration of Theoretical and Empirical Errors and the Effect of the Resolution of the | 21 |
Copyright | |
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analysis angle Arctic/Polar Technology ASME beam Beaufort Sea berm brine calculated Canada Cold Regions compressive conducted crack creep Croasdale curves deflection density displacement drag drag coefficient effect elastic equation evaporator experimental failure finite element flexural floe flow fluid form drag fracture toughness freezing frequency friction coefficient heat transfer ice cover ice forces ice load ice movement ice plates ice rubble ice sheet ice thickness increase indentor Laboratory layer length linear maximum mode offshore structure OMAE panels parameters permafrost pile plane strain plastic Plastic Analysis plotted Poisson's Ratio pore pressure predictions ratio Research Ride-Up ridge rubble field salinity samples scale sea ice sensors shear shear strength shear stress shown in Figure simulation snow soil spray ice strain rate strength stress surface Technology ASME 1992 temperature thaw thaw depth thermal thermosyphon Timco tube Tuktoyaktuk values velocity vertical