Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 255
... soil and fills , the surface of the soil may exceed the melting point in summer . Traditional models for ice or frozen soils will have difficulty describing such a phenomenon , as the predicted rate of creep will be infinite in this ...
... soil and fills , the surface of the soil may exceed the melting point in summer . Traditional models for ice or frozen soils will have difficulty describing such a phenomenon , as the predicted rate of creep will be infinite in this ...
Page 258
... soil concentration , and the salinity of the frozen soil are assumed to be a function of the depth referred to measurements ( Masterson , 1998 ) and are plotted in Figure 4 . The time - dependent distribution of temperature in the ...
... soil concentration , and the salinity of the frozen soil are assumed to be a function of the depth referred to measurements ( Masterson , 1998 ) and are plotted in Figure 4 . The time - dependent distribution of temperature in the ...
Page 376
... soil friction , and the effect of surcharge of the spoil material in front of the moving keel . The above models are limited in that they do not reflect what has actually been observed from phenomenological studies . Icebergs do not ...
... soil friction , and the effect of surcharge of the spoil material in front of the moving keel . The above models are limited in that they do not reflect what has actually been observed from phenomenological studies . Icebergs do not ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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Allen Bay analysis angle Arctic Engineering ASME average boundary brittle calculated Canada channel coefficient component compressive cone Confederation Bridge Conference on Offshore contact area Copyright 1999 crack creep creep deformation crushed deformation density determined diameter distribution dynamic effect equation estimate failure stress Figure floes fracture frequency friction frozen soil full scale gas hydrate Grand Banks horizontal hydrodynamic ice block ice class ice conditions ice force ice loads ice pieces ice sheet ice strength ice thickness iceberg iceberg management icebreaker increase indentation tests indentor interaction layer level ice maximum measured Mechanics and Arctic mm/s Newfoundland Northern Sea Route observed Offshore Mechanics parameters peak Pechora Sea piers pipeline planetary boundary layer predicted pressure ratio Research resistance rubble Sakhalin salinity scantlings scour sea ice sensors shape shear ship shows speed stamukha surface temperature thrust torque values velocity vertical water depth width wind zone