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 3
... included at the shear skirt location to allow separation from the soil elements to the left of ( behind ) the skirt , thereby preventing tension stresses in the soil at this location . The effects of structure weight are included by ...
... included at the shear skirt location to allow separation from the soil elements to the left of ( behind ) the skirt , thereby preventing tension stresses in the soil at this location . The effects of structure weight are included by ...
Page 178
... included BP sensors , Geotech sensors and FTL sensors . The latter two types were developed and deployed during the 1986 program . The BP sensors were included as these sensors have been previously developed and deployed by the British ...
... included BP sensors , Geotech sensors and FTL sensors . The latter two types were developed and deployed during the 1986 program . The BP sensors were included as these sensors have been previously developed and deployed by the British ...
Page 302
... included the following : ( a ) X - band dry silver paper image ; ( b ) C- and X - band HDDT records ; ( c ) Zoom and full swath X - band video tape records . The subsequent processing consisted of the generation of high quality images ...
... included the following : ( a ) X - band dry silver paper image ; ( b ) C- and X - band HDDT records ; ( c ) Zoom and full swath X - band video tape records . The subsequent processing consisted of the generation of high quality images ...
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