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 2
... Table 1 . Table 1 . Model Parameters 0-6 K = 1 . C1 d . - = = 9 X 10 1 . S = 1 . m n = 3 . b = 0.34 0-3 C = 1.2 X 10 11 = 1.67 X 10 4.55 X 10-9 K - 1 m1 = -3 = 550 m ( equiaxed ) -4 −1 S -1 C ar = = = Vo -2 -2 GN m Note : both ar and ...
... Table 1 . Table 1 . Model Parameters 0-6 K = 1 . C1 d . - = = 9 X 10 1 . S = 1 . m n = 3 . b = 0.34 0-3 C = 1.2 X 10 11 = 1.67 X 10 4.55 X 10-9 K - 1 m1 = -3 = 550 m ( equiaxed ) -4 −1 S -1 C ar = = = Vo -2 -2 GN m Note : both ar and ...
Page 90
... Table 2. Tout values . Winter 1986-87 Winter 1986-88 LABORATORY. A1 B1 C1 60 123 A3 TEMPERATURE ( DEGREE CELSIUS ) 2889 88 89 40 88890 60 40 20 60 80 8 8 8 8 8 8 8 40 80 B3 C3 20 80 C6 A6 B6 20 80 A7 B7 C7 60 40 20 80 A12 812 C12 60 40 ...
... Table 2. Tout values . Winter 1986-87 Winter 1986-88 LABORATORY. A1 B1 C1 60 123 A3 TEMPERATURE ( DEGREE CELSIUS ) 2889 88 89 40 88890 60 40 20 60 80 8 8 8 8 8 8 8 40 80 B3 C3 20 80 C6 A6 B6 20 80 A7 B7 C7 60 40 20 80 A12 812 C12 60 40 ...
Page 121
... Table 1 and also plotted in Fig . 4 . TABLE 1. Vesic's ( 1975 ) Values of N [ Eqn . ( 13 ) ] N c H / B C 0.125 0.167 0.25 0.5 The preceding relationship is valid for the condition B / 2H √2 / 2 ≥ 0. If B / 2H √2 / 2 < 0 , then - qu ...
... Table 1 and also plotted in Fig . 4 . TABLE 1. Vesic's ( 1975 ) Values of N [ Eqn . ( 13 ) ] N c H / B C 0.125 0.167 0.25 0.5 The preceding relationship is valid for the condition B / 2H √2 / 2 ≥ 0. If B / 2H √2 / 2 < 0 , then - qu ...
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