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
SIMULATION OF PORE FLUID PRESSURE GENERATION Stress - strain relations for soils are generally developed in terms of effective stresses and strains . If an undrained analysis is required , then , pore fluid pressure generated as a ...
SIMULATION OF PORE FLUID PRESSURE GENERATION Stress - strain relations for soils are generally developed in terms of effective stresses and strains . If an undrained analysis is required , then , pore fluid pressure generated as a ...
Page 173
... fluid foundation . The fluid dynamic portion assumes linear fluid inertial coupling for the fluid foundation . A fluid influence coefficient matrix is calculated and attached to the ice to account for the fluid foundation acceleration ...
... fluid foundation . The fluid dynamic portion assumes linear fluid inertial coupling for the fluid foundation . A fluid influence coefficient matrix is calculated and attached to the ice to account for the fluid foundation acceleration ...
Page 205
... fluid function g gravitational acceleration ho upstream fluid depth of the active layer H total fluid depth of the two layers P1 pressure in grid cell ij H r fluid depth ratio ( ho P2 P1 t time S fluid density ratio ( ~ ) Uo initial ...
... fluid function g gravitational acceleration ho upstream fluid depth of the active layer H total fluid depth of the two layers P1 pressure in grid cell ij H r fluid depth ratio ( ho P2 P1 t time S fluid density ratio ( ~ ) Uo initial ...
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