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 70
... COMPRESSION INDEX ( CC ) Swelling index versus compression index for Beaufort Sea clays ם 3 2.8 2.6 0 by Wroth ( 1979 ) Relationship suggested 2.4 2.2 0 ᄆ 0 D o o 目。 DO 00 D 000 00 2 1.8 ᄆ 73 1.6 1.4 ᄆ 1.2 1 ᄆ 0.8 0.6 0.4 01 = LL ...
... COMPRESSION INDEX ( CC ) Swelling index versus compression index for Beaufort Sea clays ם 3 2.8 2.6 0 by Wroth ( 1979 ) Relationship suggested 2.4 2.2 0 ᄆ 0 D o o 目。 DO 00 D 000 00 2 1.8 ᄆ 73 1.6 1.4 ᄆ 1.2 1 ᄆ 0.8 0.6 0.4 01 = LL ...
Page 402
... compression ) , Type b : Constant axial stresses with decreasing lateral stresses ( active compression ) , Type c : Constant octahedral normal stress with increasing octahedral shear stress . The angle of shear resistance was not ...
... compression ) , Type b : Constant axial stresses with decreasing lateral stresses ( active compression ) , Type c : Constant octahedral normal stress with increasing octahedral shear stress . The angle of shear resistance was not ...
Page 404
... compression tests produced failure strains at significantly smaller than those in passive compression tests . In active compression stress paths , the sand approaches failure through simultaneous reduction of the first stress invariant ...
... compression tests produced failure strains at significantly smaller than those in passive compression tests . In active compression stress paths , the sand approaches failure through simultaneous reduction of the first stress invariant ...
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