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 61
... value of I used in the analysis . Higher pore fluid pressures result from using higher values of г. However , for values of r beyond 106 kPa , there is hardly any further increase in the calculated pore fluid pressure . This means that a ...
... value of I used in the analysis . Higher pore fluid pressures result from using higher values of г. However , for values of r beyond 106 kPa , there is hardly any further increase in the calculated pore fluid pressure . This means that a ...
Page 141
... values for the insulation and gravel used . Boundary conditions used were an outside surface conductance of still air ( combined convection and radiation ) and a convective conductance , h , at the pipe surface ( curved surface of ...
... values for the insulation and gravel used . Boundary conditions used were an outside surface conductance of still air ( combined convection and radiation ) and a convective conductance , h , at the pipe surface ( curved surface of ...
Page 170
... values , 1.00 << 1.50 . The two response modes are not unambiguously separated by , but higher values of are associated with the harmonic mode . All the cases of low N with response mode marked harmonic display multiple peaks in the ...
... values , 1.00 << 1.50 . The two response modes are not unambiguously separated by , but higher values of are associated with the harmonic mode . All the cases of low N with response mode marked harmonic display multiple peaks in the ...
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