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 61
... pressure generated as a result of changes in the stress state has to be calculated . The method used in this study to calculate the pore pressure is as follows . A change in total stress , { A } ' , is the sum of the changes in ...
... pressure generated as a result of changes in the stress state has to be calculated . The method used in this study to calculate the pore pressure is as follows . A change in total stress , { A } ' , is the sum of the changes in ...
Page 391
... pressure and may be determined by performing several creep tests using different pressure levels and curve fitting the yult vs p data with a power curve . However , it should be noted that , Yult cannot be obtained directly because it ...
... pressure and may be determined by performing several creep tests using different pressure levels and curve fitting the yult vs p data with a power curve . However , it should be noted that , Yult cannot be obtained directly because it ...
Page 392
... pressure is represented by the line in p - y space at t = 0 . The line continues up to a pressure equal to the short term strength of the soil which was assumed to be 5p * for illustrative purposes since it was not determined ...
... pressure is represented by the line in p - y space at t = 0 . The line continues up to a pressure equal to the short term strength of the soil which was assumed to be 5p * for illustrative purposes since it was not determined ...
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