Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4; Volume 8, Part 4American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 99
... example is the crushing strength of ice . This quantity may clearly be treated as random , but what is its distribution and , if a selection is made , which data may be considered to be representative of the behaviour of this variable ...
... example is the crushing strength of ice . This quantity may clearly be treated as random , but what is its distribution and , if a selection is made , which data may be considered to be representative of the behaviour of this variable ...
Page 117
... example to one side of the fill ) or weak layer evident in penetra- tion tests . Natural foundation soils are much more complex and this simple distribution with depth would not be a sufficient description of many natural deposits ...
... example to one side of the fill ) or weak layer evident in penetra- tion tests . Natural foundation soils are much more complex and this simple distribution with depth would not be a sufficient description of many natural deposits ...
Page 289
... Example Numerical results for a typical problem are shown in Figs . 3 , 4 , and 5. The faceted conical structure has a slope of 40 ° . With reference to Figs . 1 and 2 , the dimensions of our example ridge and the coefficients of ...
... Example Numerical results for a typical problem are shown in Figs . 3 , 4 , and 5. The faceted conical structure has a slope of 40 ° . With reference to Figs . 1 and 2 , the dimensions of our example ridge and the coefficients of ...
Contents
OFFSHORE MECHANICS | 1 |
The Growth of Radial Cracks in Ice Sheets | 7 |
ICE FORCES | 11 |
Copyright | |
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analysis angle Arctic Engineering assumed Barents Sea Beaufort Sea behaviour berm Bjørnøya calculated coefficient Cole components computed Conference on Offshore constant constitutive equation damage evolution damage model deformation density depth determined diameter distribution dynamic effect energy equation experimental factor failure force fracture mechanics fracture toughness frequency friction function Geogrid grain horizontal ice floe ice load ice sheet ice thickness iceberg icebreaking impact increase indentor initial interaction keel material maximum measured Mechanics and Arctic Mellor microcracks modulus motion notch nucleation observed obtained ocean Offshore Mechanics parameters peak stress plane polycrystalline ice predicted pressure probability Proc radar ratio resistance ridge samples sea ice seabed shear shear stress ship shown in Figure simulation specimen spray ice strain rate strain tensor strength structure surface temperature tensile tensile stress tensor tests uniaxial compression variable vector velocity vertical wave Young's modulus