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 384
... soil depth in each barrel of approximately 750 mm . After the target soil depth was reached , the soil temperature was slowly increased to the test temperature . A 50 mm vertical pilot hole was then drilled through the center of the frozen ...
... soil depth in each barrel of approximately 750 mm . After the target soil depth was reached , the soil temperature was slowly increased to the test temperature . A 50 mm vertical pilot hole was then drilled through the center of the frozen ...
Page 383
... soil temperature , for the piles in saline soils were found to be significantly higher than the creep rates reported containing fresh water . NOMENCLATURE ppt for = salt content in parts per thousand INTRODUCTION soils The design and ...
... soil temperature , for the piles in saline soils were found to be significantly higher than the creep rates reported containing fresh water . NOMENCLATURE ppt for = salt content in parts per thousand INTRODUCTION soils The design and ...
Page 385
... soil in each barrel was thawed and remixed with make - up water as needed to maintain the 30 % water contents of the fresh and salt water ... soil interface locations contained TABLE 3 AVERAGE SOIL WATER CONTENT AND PORE WATER SALINITY 385.
... soil in each barrel was thawed and remixed with make - up water as needed to maintain the 30 % water contents of the fresh and salt water ... soil interface locations contained TABLE 3 AVERAGE SOIL WATER CONTENT AND PORE WATER SALINITY 385.
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