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 65
... elements are plotted in Fig . 9. The soil elements are numbered as 20 , 31 , and 48. Element 31 is located within the failure zone , element 20 is located at the bottom of the core soil , and element 48 is located below the failure zone ...
... elements are plotted in Fig . 9. The soil elements are numbered as 20 , 31 , and 48. Element 31 is located within the failure zone , element 20 is located at the bottom of the core soil , and element 48 is located below the failure zone ...
Page 255
DISTINCT ELEMENT MODELLING OF ICE RIDGE FORMATION C. Zhan Department of Civil Engineering University of Ottawa Ottawa , Ontario , Canada • UDEC ( 1990b ) . UNIVERSAL DISTINCT ELEMENT CODE ,. 1992 OMAE - Volume IV , Arctic / Polar ...
DISTINCT ELEMENT MODELLING OF ICE RIDGE FORMATION C. Zhan Department of Civil Engineering University of Ottawa Ottawa , Ontario , Canada • UDEC ( 1990b ) . UNIVERSAL DISTINCT ELEMENT CODE ,. 1992 OMAE - Volume IV , Arctic / Polar ...
Page 259
... element computer program , UDEC , is used to simulate ice ridge formation processes . The results of simulations can be summarized as follows . The distinct element code , UDEC , appears to be capable of simulating correctly the ...
... element computer program , UDEC , is used to simulate ice ridge formation processes . The results of simulations can be summarized as follows . The distinct element code , UDEC , appears to be capable of simulating correctly 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