Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 4American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 41
... determined in future work . The following two sets of values were determined from experimental data by Shyam Sunder and Wu , ( 1989 ) : BRILL & CAMP ( 1961 ) A ' 6.5 mm ་ .13 -1 / n mm Ho .001 mm - ( ( n + 1 ) / n ) SINHA ( 1978 ) 9.0 ...
... determined in future work . The following two sets of values were determined from experimental data by Shyam Sunder and Wu , ( 1989 ) : BRILL & CAMP ( 1961 ) A ' 6.5 mm ་ .13 -1 / n mm Ho .001 mm - ( ( n + 1 ) / n ) SINHA ( 1978 ) 9.0 ...
Page 77
... determined from both conventional triaxial compression ( CTC ) and extension ( CTE ) test results , as it will be ... determined from the isotropic compression test . The parameter n is equal to 0.5 for sand and 1.0 for clay , Prevost ...
... determined from both conventional triaxial compression ( CTC ) and extension ( CTE ) test results , as it will be ... determined from the isotropic compression test . The parameter n is equal to 0.5 for sand and 1.0 for clay , Prevost ...
Page 101
... determining insulation moisture distribution do not address these concerns . For a typical destructive method , moisture contents are gravimetrically determined during testing by weighing each tested sample exposed to a moisture ...
... determining insulation moisture distribution do not address these concerns . For a typical destructive method , moisture contents are gravimetrically determined during testing by weighing each tested sample exposed to a moisture ...
Contents
Deformation of a Floating Drilling Platform Made of BuiltUp | 1 |
A Comparison Between Different Construction Methods of Ice Islands | 9 |
Spray Ice Islands for Exploration in the Canadian Beaufort | 17 |
Copyright | |
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ACIB air temperature analysis Arctic Arctic/Polar Technology ASME average axis Barents Sea Beaufort Sea behaviour Bjørnøya boundary calculated Canada clay coefficient compost compression crack creep deformation deicer density diameter dimensional analysis displacement drilling effect elastic Engineering equation experimental failure Figure finite element finite element analysis flow fluid freezing grain horizontal ice floe ice forces ice layer ice road ice sheet ice tested ice thickness icebergs icebreaking impact increase indentation indentor insulation interface internal wave laboratory loading rate maximum measured Mechanics method mode modulus multi-year ice observed Offshore OMAE pack ice parameters peak pile plane plane strain plastic plate platform predictions ridge salinity sample sea ice sensor shear stress shown in Fig simulation Sinha soil specimen spray ice islands strain rate structure thermal thermosyphon three dimensional uniaxial values velocity vertical volumetric strain water depths yield surface young ice