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 336
... test apparatus , which was located close to the basin . The ice blocks were manually packed in the test chamber to the required height ( 0.5 m for plane - strain tests ) . The specific gravity of the model ice when submerged is ...
... test apparatus , which was located close to the basin . The ice blocks were manually packed in the test chamber to the required height ( 0.5 m for plane - strain tests ) . The specific gravity of the model ice when submerged is ...
Page 402
the tests . An example of this behaviour is shown in Figure 1. With increasing normal stress , the amount of expansion was reduced ( Fig . 2 ) . High values of the angle of associated with the shearing resistance are volume expansion ...
the tests . An example of this behaviour is shown in Figure 1. With increasing normal stress , the amount of expansion was reduced ( Fig . 2 ) . High values of the angle of associated with the shearing resistance are volume expansion ...
Page 404
... test results show , consistently , that the volumetric strains in plane strain tests are smaller than those in triaxial tests . In plane strain tests , sand particles are prevented from moving toward the constrained plane causing an ...
... test results show , consistently , that the volumetric strains in plane strain tests are smaller than those in triaxial tests . In plane strain tests , sand particles are prevented from moving toward the constrained plane causing an ...
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