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 178
Two major ridge - building events occurred over the course of the monitoring period . The instrumented floe was cracked extensively and a large shear ridge up to 3.8 m high was produced within the floe . Surveys were conducted to ...
Two major ridge - building events occurred over the course of the monitoring period . The instrumented floe was cracked extensively and a large shear ridge up to 3.8 m high was produced within the floe . Surveys were conducted to ...
Page 294
... ridges within Northumberland Strait ; the ridge labelled 6-7 moved a total of 19 km while the survey team was on the This floe making an underwater video of the ridge keel . movement highlights the very dynamic nature of the ice ...
... ridges within Northumberland Strait ; the ridge labelled 6-7 moved a total of 19 km while the survey team was on the This floe making an underwater video of the ridge keel . movement highlights the very dynamic nature of the ice ...
Page 296
Distance ( m ) Fig . 4 Ridge Sail Profiles Sample ID bi - sl b1-82 Arc - 1 b1-83. 5 4.5 4 Sail Height ( m ) 3.5 3 2.5 2 1.5 . 1 * Ridge 1 Ridge 2 Ridge 3 0.5 0 0 5 10 15 20 + 25 30 35 40 of the ridge is shown in Figure 5 . ยท The depth of ...
Distance ( m ) Fig . 4 Ridge Sail Profiles Sample ID bi - sl b1-82 Arc - 1 b1-83. 5 4.5 4 Sail Height ( m ) 3.5 3 2.5 2 1.5 . 1 * Ridge 1 Ridge 2 Ridge 3 0.5 0 0 5 10 15 20 + 25 30 35 40 of the ridge is shown in Figure 5 . ยท The depth of ...
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