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 adhesion air temperature analysis Arctic average Barents Sea bearing capacity Beaufort Sea behaviour Bjørnøya boundary calculated Canada clay cm³/cm³ coefficient Cold Regions compost compressive crack creep density deviatoric diameter displacement drilling effect elastic Ellesmere Island Engineering equation experimental failure Figure finite element finite element analysis flow fluid freezing grain heat transfer ice driving forces ice floe ice layer ice road ice sheet ice tested icebergs icebreaking increase indentation indentor insulation interface internal wave laboratory landfast ice load measured Mechanics method modulus moisture content multi-year ice observed Offshore OMAE pack ice pack ice driving parameters peak plastic plate predictions pressure ridge salinity sample sea ice sensor shear shear stress shown in Fig simulation Sinha soil specimens spray ice islands strain rate strength stress structure thermal thermosyphon uniaxial values velocity vertical volumetric strain water depths yield surface