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
... Strength ( MPa ) BBB 000 0 1 12 10 219 Brittle Compressive Strength ( MPa ) Ground Plates A. 8 BO BE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Size ( cm ) Ground and Polished Plates མ་ བ d . 0 1 3 4 987654 Briule Compressive Strength ( MPa ) ...
... Strength ( MPa ) BBB 000 0 1 12 10 219 Brittle Compressive Strength ( MPa ) Ground Plates A. 8 BO BE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Size ( cm ) Ground and Polished Plates མ་ བ d . 0 1 3 4 987654 Briule Compressive Strength ( MPa ) ...
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 |
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