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 resistance with the normal stress is smaller ...
... 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 resistance with the normal stress is smaller ...
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