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 33
... vertical direction along the upper surface of the foundation . Analysis of Rigid Foundation Two curves given in Figure 5 show the load - displacement behaviour of the rigid foundation on clean and contaminated sands . It was assumed ...
... vertical direction along the upper surface of the foundation . Analysis of Rigid Foundation Two curves given in Figure 5 show the load - displacement behaviour of the rigid foundation on clean and contaminated sands . It was assumed ...
Page 36
... Vertical displacement , mm Average contact pressure , kPa 200 150+ 100 50 + -5 5 10 15 20 Horizontal displacement , mm Fig . 5 Load - displacement behaviour of a rigid foundation on ... Vertical stress , kPa Vertical stress , kPa 50 100+ 36.
... Vertical displacement , mm Average contact pressure , kPa 200 150+ 100 50 + -5 5 10 15 20 Horizontal displacement , mm Fig . 5 Load - displacement behaviour of a rigid foundation on ... Vertical stress , kPa Vertical stress , kPa 50 100+ 36.
Page 70
... vertical displacement . Due to the eccentricity of the load , moment is cre- ated and the foundation gets tilted . Fig . 7 shows the relationship between moment and rotation of the footing for different values of eccentricity . The ...
... vertical displacement . Due to the eccentricity of the load , moment is cre- ated and the foundation gets tilted . Fig . 7 shows the relationship between moment and rotation of the footing for different values of eccentricity . The ...
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