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 8
Horizontal Resistance ( kN / m ) Horizontal Resistance ( kN / m ) 1500 Horizontal Resistance ( kN / m ) 1000 800- 600 400 200 1500 g = 240 kPa 9 = 144 kPo g = 48 kPa 1000 500 Base Separation and Slip S = 15.2 m , h = 1.52 m 10 20 30 40 ...
Horizontal Resistance ( kN / m ) Horizontal Resistance ( kN / m ) 1500 Horizontal Resistance ( kN / m ) 1000 800- 600 400 200 1500 g = 240 kPa 9 = 144 kPo g = 48 kPa 1000 500 Base Separation and Slip S = 15.2 m , h = 1.52 m 10 20 30 40 ...
Page 70
... horizontal load component versus horizontal displacement at the center of the footing under various inclinations . Again the collapse is more suddenly approached with increased inclinations . In other words , for a given horizontal load ...
... horizontal load component versus horizontal displacement at the center of the footing under various inclinations . Again the collapse is more suddenly approached with increased inclinations . In other words , for a given horizontal load ...
Page 123
... horizontal force . In this case the length of the fluid domain was 7 m at all speeds . The time step value was 1.0E - 4 s . 4 RESULTS 4.1 Introduction The theoretical predictions were computed with the following parameter values ...
... horizontal force . In this case the length of the fluid domain was 7 m at all speeds . The time step value was 1.0E - 4 s . 4 RESULTS 4.1 Introduction The theoretical predictions were computed with the following parameter values ...
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