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 206
... problem were conducted by Long ( 1954 ) , Long ( 1970 ) , and Long ( 1974 ) . In recent years a comprehensive study of this problem has been carried out by Baines ( 1984 ) . Baines proposed a classification scheme similar to that for ...
... problem were conducted by Long ( 1954 ) , Long ( 1970 ) , and Long ( 1974 ) . In recent years a comprehensive study of this problem has been carried out by Baines ( 1984 ) . Baines proposed a classification scheme similar to that for ...
Page 268
... Problem Being Analyzed propagation problems in ice ( due to the potential relaxation of stresses at the crack tip due to creep ) . The loading situations being evaluated for this work , however , are expected to occur at a fast enough ...
... Problem Being Analyzed propagation problems in ice ( due to the potential relaxation of stresses at the crack tip due to creep ) . The loading situations being evaluated for this work , however , are expected to occur at a fast enough ...
Page 389
... problem is complicated by the creep behavior of frozen soil . Several researchers have investigated the problem of laterally loaded piles in frozen soil . Rowley et . al ( 1 ) carried out a full scale multistage laterally loaded pile ...
... problem is complicated by the creep behavior of frozen soil . Several researchers have investigated the problem of laterally loaded piles in frozen soil . Rowley et . al ( 1 ) carried out a full scale multistage laterally loaded pile ...
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