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 71
... pore pressure dissipation ( Figure 12a ) and one for modelling lateral loading conditions ( Figure 12b ) . For the ... Pore Pressures Due to Skirt Anchor Insertion This condition was modelled by applying specified vertical downward ...
... pore pressure dissipation ( Figure 12a ) and one for modelling lateral loading conditions ( Figure 12b ) . For the ... Pore Pressures Due to Skirt Anchor Insertion This condition was modelled by applying specified vertical downward ...
Page 102
... pore pressure at a depth of 0.416 times the diameter of the footing for plane strain and axisymmetric cases ( Figures 15 and 16 ) indicate the sensitivity of these parameters to the rate of loading . For both the geometries in general ...
... pore pressure at a depth of 0.416 times the diameter of the footing for plane strain and axisymmetric cases ( Figures 15 and 16 ) indicate the sensitivity of these parameters to the rate of loading . For both the geometries in general ...
Page 106
Figure 17 0.90 0.45 0.80 0.75 0.90 NORMALIZED EXCESS PORE PRESSURE 0.00 0.15 NORMALIZED DISTANCE Lateral distribution of pore pressure under unsymmetric loading ( plane strain ) . p.co NORMALIZED EXCESS PORE PRESSURE p.16 0.20 LINEAR ...
Figure 17 0.90 0.45 0.80 0.75 0.90 NORMALIZED EXCESS PORE PRESSURE 0.00 0.15 NORMALIZED DISTANCE Lateral distribution of pore pressure under unsymmetric loading ( plane strain ) . p.co NORMALIZED EXCESS PORE PRESSURE p.16 0.20 LINEAR ...
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