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 31
... applied computer load of 100,000 lbs ( 0.445 MN ) and the modeled deflection history , 8 , resulting from the applied load . Thus , at an arbitrary point in real time : 7 6 3 27 1 C - 130 C - 141 KC10 C5 100 200 300 400 500 600 700 800 ...
... applied computer load of 100,000 lbs ( 0.445 MN ) and the modeled deflection history , 8 , resulting from the applied load . Thus , at an arbitrary point in real time : 7 6 3 27 1 C - 130 C - 141 KC10 C5 100 200 300 400 500 600 700 800 ...
Page 102
... applied sufficiently slowly , the Mandel - Cryer effect is eliminated . A similar comparison with the poro - elastic ... applied subse- quently , a vertical stress of 0.2 MPa was applied varying linearly within a time factor of 0.001 . A ...
... applied sufficiently slowly , the Mandel - Cryer effect is eliminated . A similar comparison with the poro - elastic ... applied subse- quently , a vertical stress of 0.2 MPa was applied varying linearly within a time factor of 0.001 . A ...
Page 393
PILE LENGTH ( m ) The lateral load was applied to the pile at a height of 100 mm above the soil surface . Pile displacements were measured at the same height . Loads of 36 , 61 , 114 and 152 kN were applied incrementally . Each load was ...
PILE LENGTH ( m ) The lateral load was applied to the pile at a height of 100 mm above the soil surface . Pile displacements were measured at the same height . Loads of 36 , 61 , 114 and 152 kN were applied incrementally . Each load was ...
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