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
the ambient temperature decreases across other lower temperature boundaries . Decreasing the ambient temperature from -5 ° C to -15 ° C does not produce the same proportionate benefits as decreasing the ambient temperature from -15 ° C ...
the ambient temperature decreases across other lower temperature boundaries . Decreasing the ambient temperature from -5 ° C to -15 ° C does not produce the same proportionate benefits as decreasing the ambient temperature from -15 ° C ...
Page 114
... temperature data are usually available from published weather records or environmental atlases . However , very few long - term ground surface temperature data have been collected . As a result , an empirical approach has been developed ...
... temperature data are usually available from published weather records or environmental atlases . However , very few long - term ground surface temperature data have been collected . As a result , an empirical approach has been developed ...
Page 132
... temperature causes a layer of the soil to freeze and thaw as the temperature fluctuates around the freezing temperature of water ( 0 ° C ) . Since the properties of frozen and thawed soils are significantly different , the study of this ...
... temperature causes a layer of the soil to freeze and thaw as the temperature fluctuates around the freezing temperature of water ( 0 ° C ) . Since the properties of frozen and thawed soils are significantly different , the study of this ...
Contents
ICEENVIRONMENT STATISTICS | 1 |
Characteristics of Newly Formed Ice Gouges in the Beaufort Sea Alaska | 15 |
Probabilistic Modeling of Material Strength | 21 |
Copyright | |
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analysis angle Arctic Arctic/Polar Technology ASME beam Beaufort Sea berm calculated Canada Cold Regions comparison component condenser conducted cone conical structures crack Croasdale deflection density depth discrete element method displacement drag drag coefficient dynamic effect elastic Engineering equation evaporator experimental finite element flexural floe flow fluid form drag fracture toughness frequency friction coefficient glacier heat flux heat transfer ice cover Ice Forces ice loads ice plates ice rubble ice sheet ice thickness impact indentation indentor keel Laboratory layer length linear maximum measured forces mode offshore structure OMAE panels parameters permafrost plane strain Plastic Plastic Analysis plotted predictions ratio Ride-Up ridge rubble field scale scour sea ice sensors shear shown in Figure simulation soil solution spectral density spray ice stress surface Technology ASME 1992 temperature test data thaw thaw depth thermal Thermistor thermosyphon tube values velocity vertical