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 116
... PILE FOUNDATIONS Piles thermally isolate a structure from the thaw - unstable perma- frost by creating an air space ... Pile holes are usually augured four to eight inches larger than the diameter of the pile so that proper alignment can ...
... PILE FOUNDATIONS Piles thermally isolate a structure from the thaw - unstable perma- frost by creating an air space ... Pile holes are usually augured four to eight inches larger than the diameter of the pile so that proper alignment can ...
Page 385
... pile was loaded with a dead load that would result in a nominal pile shear stress of 3.4 kPa . At these loadings each test pile in saline soil exhibited displacement rate exceeding 2.5 mm / min . test piles , for all practical purposes ...
... pile was loaded with a dead load that would result in a nominal pile shear stress of 3.4 kPa . At these loadings each test pile in saline soil exhibited displacement rate exceeding 2.5 mm / min . test piles , for all practical purposes ...
Page 395
... pile surface area = diameter of pile = relative density = unit skin friction = uplift coefficient l 。= net ultimate uplift capacity Qu = gross ultimate uplift capacity W = effective weight of pile Z Y Y ' δ σ 11 = = = depth dry unit ...
... pile surface area = diameter of pile = relative density = unit skin friction = uplift coefficient l 。= net ultimate uplift capacity Qu = gross ultimate uplift capacity W = effective weight of pile Z Y Y ' δ σ 11 = = = depth dry unit ...
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