Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 4American Society of Mechanical Engineers, 1992 - Arctic regions |
From inside the book
Results 1-3 of 80
Page 178
... Figure 10. A plot of maximum values of Fx versus F2 , showing a con- stant ratio of FF to be approximately 1.37 . This yields a friction angle of 8.9 degrees and a friction coefficient ( = FfFn ) of 0.16 . culated from this by : μ = tan ...
... Figure 10. A plot of maximum values of Fx versus F2 , showing a con- stant ratio of FF to be approximately 1.37 . This yields a friction angle of 8.9 degrees and a friction coefficient ( = FfFn ) of 0.16 . culated from this by : μ = tan ...
Page 270
... Figure 8 ( b ) shows the effect the bounds of 30 and 120 kPa m for the fracture toughness Kic have on the analysis , for both 5 and 10 cm long cracks , as a function of the width of ice b . IC Figure 9 shows the effect of decreasing the ...
... Figure 8 ( b ) shows the effect the bounds of 30 and 120 kPa m for the fracture toughness Kic have on the analysis , for both 5 and 10 cm long cracks , as a function of the width of ice b . IC Figure 9 shows the effect of decreasing the ...
Page 337
... Figure 2 . The corresponding stress paths are plotted in σ , - σ , coordinates in Figure 3 10 14 03 0 10 20 30 40 50 60 70 80 90 100 " I , kPa Stress paths for dry rubble tests The results of submerged rubble tests are presented in the ...
... Figure 2 . The corresponding stress paths are plotted in σ , - σ , coordinates in Figure 3 10 14 03 0 10 20 30 40 50 60 70 80 90 100 " I , kPa Stress paths for dry rubble tests The results of submerged rubble tests are presented 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 | |
34 other sections not shown
Other editions - View all
Common terms and phrases
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