Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 4American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 79
... shows that the soil is still continuing to dilate . According to the critical state concept , there will be no volume change once the sample has reached the ultimate state . The model predictions of the test show : in Fig . 6 state were ...
... shows that the soil is still continuing to dilate . According to the critical state concept , there will be no volume change once the sample has reached the ultimate state . The model predictions of the test show : in Fig . 6 state were ...
Page 225
... shows the mesh used for the latter case . For both models , we were particularly interested in the interfacial stresses and the variation in these stresses towards the corners of the samples . The meshes were thus more refined in these ...
... shows the mesh used for the latter case . For both models , we were particularly interested in the interfacial stresses and the variation in these stresses towards the corners of the samples . The meshes were thus more refined in these ...
Page 234
... shows a macro- graph near a transition zone between apparently intact ice ( columnar ) and the crushed layer . 5 mm ... shows a system of shear faults ( running at about 45 ° to the pressure axis ) as indicated by lines of fine grains ...
... shows a macro- graph near a transition zone between apparently intact ice ( columnar ) and the crushed layer . 5 mm ... shows a system of shear faults ( running at about 45 ° to the pressure axis ) as indicated by lines of fine grains ...
Contents
Deformation of a Floating Drilling Platform Made of BuiltUp | 1 |
A Comparison Between Different Construction Methods of Ice Islands | 9 |
Spray Ice Islands for Exploration in the Canadian Beaufort | 17 |
Copyright | |
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ACIB air temperature analysis Arctic Arctic/Polar Technology ASME average axis Barents Sea Beaufort Sea behaviour Bjørnøya boundary calculated Canada clay coefficient compost compression crack creep deformation deicer density diameter dimensional analysis displacement drilling effect elastic Engineering equation experimental failure Figure finite element finite element analysis flow fluid freezing grain horizontal ice floe ice forces ice layer ice road ice sheet ice tested ice thickness icebergs icebreaking impact increase indentation indentor insulation interface internal wave laboratory loading rate maximum measured Mechanics method mode modulus multi-year ice observed Offshore OMAE pack ice parameters peak pile plane plane strain plastic plate platform predictions ridge salinity sample sea ice sensor shear stress shown in Fig simulation Sinha soil specimen spray ice islands strain rate structure thermal thermosyphon three dimensional uniaxial values velocity vertical volumetric strain water depths yield surface young ice