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 226
... submerged prior to uplift by the slope , a large deformation beam theory would be required to model this partial emergence . In deriving the boundary con- ditions governing the interaction between the ice sheet and the structure , the ...
... submerged prior to uplift by the slope , a large deformation beam theory would be required to model this partial emergence . In deriving the boundary con- ditions governing the interaction between the ice sheet and the structure , the ...
Page 387
... submerged part was determined by either thermal drilling alone or by divers ' observations along with thermal drilling . Ice density ( p = 0.9 t / m3 ) was assumed homogeneous for the entire stamukha . Porosity , n ,, was based on ...
... submerged part was determined by either thermal drilling alone or by divers ' observations along with thermal drilling . Ice density ( p = 0.9 t / m3 ) was assumed homogeneous for the entire stamukha . Porosity , n ,, was based on ...
Page 397
... submerged part or a " keel . " The maximum height of hummock sails controls the safe elevation of surface parts of engineering structures , and the maximum depth of hummock's keel defines the sea depth at which the bottom structures ...
... submerged part or a " keel . " The maximum height of hummock sails controls the safe elevation of surface parts of engineering structures , and the maximum depth of hummock's keel defines the sea depth at which the bottom structures ...
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