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 68
... resistance are passive resistance and tip friction . The depth of penetration of the skirts is controlled by the soil strength in relation to the available ballast weight . For Fig . 2 Typical design undrained shear strength profiles ...
... resistance are passive resistance and tip friction . The depth of penetration of the skirts is controlled by the soil strength in relation to the available ballast weight . For Fig . 2 Typical design undrained shear strength profiles ...
Page 311
... resistance of a grounded rubble field on a soft cohesive seabed , 2 ) develop and test a small heliportable spray pump and 3 ) to evaluate the use of enhanced snow cover to reduce first year ice thickness and therefore mitigate landfast ...
... resistance of a grounded rubble field on a soft cohesive seabed , 2 ) develop and test a small heliportable spray pump and 3 ) to evaluate the use of enhanced snow cover to reduce first year ice thickness and therefore mitigate landfast ...
Page 402
... resistance are volume expansion which takes place under small normal stresses . At high values of normal stresses , the shearing resistance is higher , but the rate of increase in the values of plane strain was 2 and 4 degrees higher ...
... resistance are volume expansion which takes place under small normal stresses . At high values of normal stresses , the shearing resistance is higher , but the rate of increase in the values of plane strain was 2 and 4 degrees higher ...
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