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 32
... pressure and cell pressure were increased an equal amount simultaneously to achieve full saturation . A back pressure was necessary in some cases . A degree of saturation of almost 100 % was achieved for all samples . A pore pressure ...
... pressure and cell pressure were increased an equal amount simultaneously to achieve full saturation . A back pressure was necessary in some cases . A degree of saturation of almost 100 % was achieved for all samples . A pore pressure ...
Page 233
... pressure and strain rate . Much attention has been given to the effects of pressure and strain rate on peak strength , but little has been given to the effects of those parameters on strain softening or volumetric deformation . Ductile ...
... pressure and strain rate . Much attention has been given to the effects of pressure and strain rate on peak strength , but little has been given to the effects of those parameters on strain softening or volumetric deformation . Ductile ...
Page 234
... pressure and strain rate vary during the indentation process . This understanding can only be obtained by numerical modeling with a realistic description of ice . For intermediate areas , the relative influence of pressure and strain ...
... pressure and strain rate vary during the indentation process . This understanding can only be obtained by numerical modeling with a realistic description of ice . For intermediate areas , the relative influence of pressure and strain ...
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