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 63
... horizontal load of 5000 kN / m . The horizontal displace- ment will be about 150 mm as shown by Curve AR . If a blowout occurs at this load level and the soil in the core and in the berm becomes contaminated , the response of the ...
... horizontal load of 5000 kN / m . The horizontal displace- ment will be about 150 mm as shown by Curve AR . If a blowout occurs at this load level and the soil in the core and in the berm becomes contaminated , the response of the ...
Page 64
... Horizontal force kN / m Elevation , m 80 AR BR 60 40 12000 10000 20 -AS 0 + 8000 AR 0 250 500 6000 4000 2000 DS CDR + 0 200 400 600 800 1000 Horizontal displacement , mm Fig . 7 Effect of rate of loading on horizontal load versus horizontal ...
... Horizontal force kN / m Elevation , m 80 AR BR 60 40 12000 10000 20 -AS 0 + 8000 AR 0 250 500 6000 4000 2000 DS CDR + 0 200 400 600 800 1000 Horizontal displacement , mm Fig . 7 Effect of rate of loading on horizontal load versus horizontal ...
Page 157
... horizontal position , in which 8 = 0 and both tubes lie in the same horizontal plane , as the Rayleigh number increases . For Ra , = 1074 , the heat transfer rate no longer possesses an optimum value at some intermediate inclination ...
... horizontal position , in which 8 = 0 and both tubes lie in the same horizontal plane , as the Rayleigh number increases . For Ra , = 1074 , the heat transfer rate no longer possesses an optimum value at some intermediate inclination ...
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