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 59
... determined from experimental data . In the analysis , it is assumed that the ice load is applied rapidly on the structure and the undrained conditions prevail everywhere . The finite element results illustrate that the horizontal ...
... determined from experimental data . In the analysis , it is assumed that the ice load is applied rapidly on the structure and the undrained conditions prevail everywhere . The finite element results illustrate that the horizontal ...
Page 114
... determined from field measure- ments . Lunardini ( 1978 , 1981 ) has compiled a list of n - factors for various locations and surface types . The mean annual ground surface temperature can be determined from the n - factors and air ...
... determined from field measure- ments . Lunardini ( 1978 , 1981 ) has compiled a list of n - factors for various locations and surface types . The mean annual ground surface temperature can be determined from the n - factors and air ...
Page 391
... determined . For attenuating creep , they are Yult , Po , n , α , and t * . The first three represent the dependency of deformation on the pressure and may be determined by performing several creep tests using different pressure levels ...
... determined . For attenuating creep , they are Yult , Po , n , α , and t * . The first three represent the dependency of deformation on the pressure and may be determined by performing several creep tests using different pressure levels ...
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