Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 4American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 105
... grounded ice rubble field from January onwards because of the presence of the underwater sand berm beneath the structure . The structure width is 105 m , but the grounded rubble reached widths of up to 200 m . The ice remained mobile ...
... grounded ice rubble field from January onwards because of the presence of the underwater sand berm beneath the structure . The structure width is 105 m , but the grounded rubble reached widths of up to 200 m . The ice remained mobile ...
Page 108
... grounded ice rubble and the surrounding level ice . Loads on both the caisson and grounded ice rubble were measured . The maximum ice load measured at that location did not exceed 0.6 MN / m . The level ice thickness did not exceed 1.7 ...
... grounded ice rubble and the surrounding level ice . Loads on both the caisson and grounded ice rubble were measured . The maximum ice load measured at that location did not exceed 0.6 MN / m . The level ice thickness did not exceed 1.7 ...
Page 111
... grounded rubble , w is the width of the grounded rubble and 30 % represents the percentage of the total weight of the grounded rubble applied to the sea floor that resists the lateral loads . ICE PRESSURE VARIATION WITH ICE THICKNESS Of ...
... grounded rubble , w is the width of the grounded rubble and 30 % represents the percentage of the total weight of the grounded rubble applied to the sea floor that resists the lateral loads . ICE PRESSURE VARIATION WITH ICE THICKNESS Of ...
Contents
An Analysis of Selected Atmospheric Icing Events on Test Cables | 1 |
Wave Model Tests for a TLP Modified With IceBreaking Collars | 11 |
Brittle Compressive Failure of Microcracked | 23 |
Copyright | |
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Common terms and phrases
Adams Island amplitude analysis Arctic/Polar Technology atmospheric icing attenuation rate Beaufort Sea Blanchet Cable coefficient collars compressive constitutive equations Cook Inlet crack growth critical zones damping deflection deformation density elastic equation experimental failure Figure first-year ice loads floating ice sheet freezing cell global ice load grounded rubble heat HSVA hydrodynamic ice accretion ice cover ice drift ice field ice floe ice load Ice Mass kg/m ice sheet ice thickness icebreaking icebreaking cycle icing events icing periods icing rate meter in-cloud icing increase indentor interaction internal friction level ice liquid fraction liquid limit located maximum McMurdo Station model ice mooring force mooring system numerical model pack ice parameters peak precipitation icing predicted pressure radial cracks ratio rubble field sea ice semisubmersible sensors soil spalling speed spongy ice SSDC strain surface tanker temperature Valanto values velocity vessel Waas-Bow wave height wedge