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 54
... material . The glass beads were a fine sand size fraction ( 0.2mm diameter ) . The glass bead matrix provided a uniform material for the study of pore ice formation at natural freezing rates . The saline solution was used to investigate ...
... material . The glass beads were a fine sand size fraction ( 0.2mm diameter ) . The glass bead matrix provided a uniform material for the study of pore ice formation at natural freezing rates . The saline solution was used to investigate ...
Page 76
... material The general stress strain relation can be obtained by substituting Eqs . 2 , 3 , and 4 into Eq . 1 . σ C1.d1 ε E d E ¿ vo . t . S ( 1 - exp ( - ( at ) b ) ( 5 ) All material parameters appearing in Eq . 5 are given in Table 1 ...
... material The general stress strain relation can be obtained by substituting Eqs . 2 , 3 , and 4 into Eq . 1 . σ C1.d1 ε E d E ¿ vo . t . S ( 1 - exp ( - ( at ) b ) ( 5 ) All material parameters appearing in Eq . 5 are given in Table 1 ...
Page 332
... material might be expected to decrease if the negative pore pressures are allowed to dissipate and the soil swells . u Implications of Cyclic Tests on Design and Performance of Foundations If the response for other soils and test condi ...
... material might be expected to decrease if the negative pore pressures are allowed to dissipate and the soil swells . u Implications of Cyclic Tests on Design and Performance of Foundations If the response for other soils and test condi ...
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