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 71
... shows the load displacement response and Figure 14 shows the predicted pattern of excess pore pressures set up by skirt insertion for the various cases studied . Highest pore pressures are concentrated near the skirt tip . Interestingly ...
... shows the load displacement response and Figure 14 shows the predicted pattern of excess pore pressures set up by skirt insertion for the various cases studied . Highest pore pressures are concentrated near the skirt tip . Interestingly ...
Page 175
... shows schematically a typical test arrangement . After the short duration load was applied , the free vibrations of the beam were recorded by the LVDTs . Figure 5a shows a typical force - versus - time trace from the tests , and Figure 5b ...
... shows schematically a typical test arrangement . After the short duration load was applied , the free vibrations of the beam were recorded by the LVDTs . Figure 5a shows a typical force - versus - time trace from the tests , and Figure 5b ...
Page 270
... shows the effect of decreasing the size of the wedge on the analysis for a constant fracture toughness of 90 kPa m3 . Figure 10 shows different sizes of elements and crack lengths plotted against P1 and length of wedge c . Note that a ...
... shows the effect of decreasing the size of the wedge on the analysis for a constant fracture toughness of 90 kPa m3 . Figure 10 shows different sizes of elements and crack lengths plotted against P1 and length of wedge c . Note that a ...
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