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 72
... strength gain can be anticipated . Strength Gain Due to Consolidation Figure 18 shows the pattern of undrained shear strength predicted in the skirt zone following complete consolidation . As can be seen for all soil strengths , the ...
... strength gain can be anticipated . Strength Gain Due to Consolidation Figure 18 shows the pattern of undrained shear strength predicted in the skirt zone following complete consolidation . As can be seen for all soil strengths , the ...
Page 356
A. B. C. THE INFLUENCE OF AGING ON THE STRENGTH OF PREPARED CRACKS. Brittle Compressive Strength ( MPa ) Brittle Compressive Strength ( MPa ) 21098 TON + 3 210 Briule Compressive Strength ( MPa ) BOB DOO DD EXODX ...
A. B. C. THE INFLUENCE OF AGING ON THE STRENGTH OF PREPARED CRACKS. Brittle Compressive Strength ( MPa ) Brittle Compressive Strength ( MPa ) 21098 TON + 3 210 Briule Compressive Strength ( MPa ) BOB DOO DD EXODX ...
Page 365
... strength in the three directions are calculated separately . The effect of confining normal stress on shear strength can be observed , and relation between them is linear . In the figure of con- fining normal stress versus shear ...
... strength in the three directions are calculated separately . The effect of confining normal stress on shear strength can be observed , and relation between them is linear . In the figure of con- fining normal stress versus shear ...
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