Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 4American Society of Mechanical Engineers, 1992 - Arctic regions |
From inside the book
Results 1-3 of 76
Page 265
10 TM Strain rate , 8 - 1 ..OT 10 Volumetric strain 10'0- 0.00 -0.02 263 K 253 K 243 K FY columnar - grained sea ice , stress 1.5 MPa 0.00 0.75 Stress , MPa 1.50 2.25 O 3.00 FY columnar - grained sea ice △ = 263 K • = 253 K ☐ = 243 ...
10 TM Strain rate , 8 - 1 ..OT 10 Volumetric strain 10'0- 0.00 -0.02 263 K 253 K 243 K FY columnar - grained sea ice , stress 1.5 MPa 0.00 0.75 Stress , MPa 1.50 2.25 O 3.00 FY columnar - grained sea ice △ = 263 K • = 253 K ☐ = 243 ...
Page 404
... strain and conventional triaxial test results show , consistently , that the volumetric strains in plane strain tests are smaller than those in triaxial tests . In plane strain tests , sand particles are prevented from moving toward the ...
... strain and conventional triaxial test results show , consistently , that the volumetric strains in plane strain tests are smaller than those in triaxial tests . In plane strain tests , sand particles are prevented from moving toward the ...
Page 405
... strain compression tests is not significantly affected by either active or passive stress paths . The angle of shear resistance in plane strain is , in general higher than in conventional triaxial tests and the influence on the ...
... strain compression tests is not significantly affected by either active or passive stress paths . The angle of shear resistance in plane strain is , in general higher than in conventional triaxial tests and the influence on the ...
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 | |
34 other sections not shown
Other editions - View all
Common terms and phrases
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