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 232
... test response under ductile and brittle conditions . The behavior of indentation tests is analogous to the behavior seen in triaxial tests . That is , for indentation tests there exists a critical velocity ( vc ) at which the maximum ...
... test response under ductile and brittle conditions . The behavior of indentation tests is analogous to the behavior seen in triaxial tests . That is , for indentation tests there exists a critical velocity ( vc ) at which the maximum ...
Page 330
... test program was initiated . triaxial and consolidation tests were conducted as part of the original site investigation performed in 1985 . The authors were not involved in the 1985 work . The triaxial tests preformed in 1985 were of ...
... test program was initiated . triaxial and consolidation tests were conducted as part of the original site investigation performed in 1985 . The authors were not involved in the 1985 work . The triaxial tests preformed in 1985 were of ...
Page 331
... test with the maximum stress T = T + τ and accumulated strains Y for cyclic test specimens at the conclusion of the 12 tests ( and two intermediate stages of test DSS14 ) which did not fail cyclically . Figure 5 compares the results of ...
... test with the maximum stress T = T + τ and accumulated strains Y for cyclic test specimens at the conclusion of the 12 tests ( and two intermediate stages of test DSS14 ) which did not fail cyclically . Figure 5 compares the results 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