Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 4American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 47
Page 2
... soil , the limit loads from Equations 1-4 may be plotted on the same graph , as shown in Figure 2. As a result of plotting the limit analysis solutions in Figure 2 , several interesting characteristics of shear skirt systems become ...
... soil , the limit loads from Equations 1-4 may be plotted on the same graph , as shown in Figure 2. As a result of plotting the limit analysis solutions in Figure 2 , several interesting characteristics of shear skirt systems become ...
Page 31
... soil model is used to simulate the mechanical behaviour of the same sand . The model parameters are determined for both clean and oil contaminated soil . Simulations are made for the stress - strain behaviour of the soil in drained and ...
... soil model is used to simulate the mechanical behaviour of the same sand . The model parameters are determined for both clean and oil contaminated soil . Simulations are made for the stress - strain behaviour of the soil in drained and ...
Page 53
... soils using cryogenic SEM analysis . He found that coagulated soil patterns are formed during natural soil freezing . During the sublimation of the ice crystals , pores were created within the soil matrix , which increased the soil ...
... soils using cryogenic SEM analysis . He found that coagulated soil patterns are formed during natural soil freezing . During the sublimation of the ice crystals , pores were created within the soil matrix , which increased the soil ...
Contents
OFFSHORE TECHNOLOGY PART | 3 |
ARCTIC STRUCTURES AND OPERATIONS II | 31 |
ICE STRUCTURE INTERACTION I | 75 |
Copyright | |
10 other sections not shown
Other editions - View all
Common terms and phrases
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