Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 4American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 62
... determined by the atmospheric fluxes ; convection , sublimation , and radiation . It should be stressed that these fluxes are determined by the surface temperature of the freshly frozen ice , which decreases during the freezing process ...
... determined by the atmospheric fluxes ; convection , sublimation , and radiation . It should be stressed that these fluxes are determined by the surface temperature of the freshly frozen ice , which decreases during the freezing process ...
Page 242
... determine " notch porosity " . Porosity was also determined by replicating the fracture surface and by counting and measuring the pores on the surface . The replica was taken using a polymer elastomer ( Silcoset 105 brand ) which was ...
... determine " notch porosity " . Porosity was also determined by replicating the fracture surface and by counting and measuring the pores on the surface . The replica was taken using a polymer elastomer ( Silcoset 105 brand ) which was ...
Page 246
... determined from the volume fraction of particulate in the region of the notch . Error bars seen on the data reflect uncertainty in the density of the kaolinite particles . KQ 180 160 140 120 100 00 80 60 - Κα Nixon et al [ 8 ] 200 180 ...
... determined from the volume fraction of particulate in the region of the notch . Error bars seen on the data reflect uncertainty in the density of the kaolinite particles . KQ 180 160 140 120 100 00 80 60 - Κα Nixon et al [ 8 ] 200 180 ...
Contents
OFFSHORE TECHNOLOGY PART | 3 |
ARCTIC STRUCTURES AND OPERATIONS II | 31 |
ICE STRUCTURE INTERACTION I | 75 |
Copyright | |
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analysis angle average Barents Sea beam behavior bergy bit Bohai Sea boundary conditions calculated Canada coefficient computed crack creep buckling crushing deflection deformation density displacement Dow's Lake drilling dynamic effect elastic energy equation ESARC experimental finite element finite element analysis flexural failure floating ice sheet floe fluid foundation fracture toughness freezing frequency grain heat Hobson's Choice horizontal ice cover ice forces ice island ice load ice shedding ice sheet ice temperature ice thickness iceberg icebreaking impact indentation indentor initial interaction locations maximum measured Mechanics method mode modulus Northumberland Strait notch nucleation numerical obtained Offshore parameters permafrost plane platform pore porosity predicted pressure Public Works Canada ratio response ridge saline sample sea ice SED criterion sensors shown in Figure Simulated Sinha soil solution specimens strain rate strength structure tests values vertical vibration Young's modulus