Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 213
... depth considered , ec 13 a given asymptotic average void ratio [ 2 ] , e 。 is the surface or initial void ratio and E is the relative energy level . The rela- tive energy level is expressed by : E = B z ( 3 ) where Z is the depth . For ...
... depth considered , ec 13 a given asymptotic average void ratio [ 2 ] , e 。 is the surface or initial void ratio and E is the relative energy level . The rela- tive energy level is expressed by : E = B z ( 3 ) where Z is the depth . For ...
Page 215
... depth : 40 m 1 10 4.0x10 6 emin = 0.5 100 1000 10000 effective pressure , p ( kN / m2 ) Fig . 3 Predicted e - log p ... depth for the similar types of soil , i.e. the same liquid limit . Fig.4 shows the correlations between Bmax and ...
... depth : 40 m 1 10 4.0x10 6 emin = 0.5 100 1000 10000 effective pressure , p ( kN / m2 ) Fig . 3 Predicted e - log p ... depth for the similar types of soil , i.e. the same liquid limit . Fig.4 shows the correlations between Bmax and ...
Page 226
... Depth ( cm ) Depth ( cm ) G / v -2 5.0 x 10 1.2 x 10 6.5 14 91 27 298 * 20.9 37 78 46 93 35.3 130 160 62 78 49.7 102 89 TR 57 57 64.1 96 65 78.5 90 50 92.9 75 35 33 27 107.3 136 55 95055 . 96 63 97 32 121.7 115 41 136.1 72 23 Sand ...
... Depth ( cm ) Depth ( cm ) G / v -2 5.0 x 10 1.2 x 10 6.5 14 91 27 298 * 20.9 37 78 46 93 35.3 130 160 62 78 49.7 102 89 TR 57 57 64.1 96 65 78.5 90 50 92.9 75 35 33 27 107.3 136 55 95055 . 96 63 97 32 121.7 115 41 136.1 72 23 Sand ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire