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 402
... stress , the amount of expansion was reduced ( Fig . 2 ) . High values of the angle of associated with the shearing resistance are volume expansion which takes place under small normal stresses . At high values of normal stresses , the ...
... stress , the amount of expansion was reduced ( Fig . 2 ) . High values of the angle of associated with the shearing resistance are volume expansion which takes place under small normal stresses . At high values of normal stresses , the ...
Page 404
the stress path Type - c , the first stress invariant remained constant , therefore , the elastic component of volume change was zero . However , it was observed that the samples under increasing octahedral shear stress with constant ...
the stress path Type - c , the first stress invariant remained constant , therefore , the elastic component of volume change was zero . However , it was observed that the samples under increasing octahedral shear stress with constant ...
Page 405
resistance . Above this stress level , there is a sudden drop in the modulus of deformation along the stress path df for points close to failure . This feature is less pronounced in loose sands since the angle of shear resistance in ...
resistance . Above this stress level , there is a sudden drop in the modulus of deformation along the stress path df for points close to failure . This feature is less pronounced in loose sands since the angle of shear resistance in ...
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