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 1S 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 a ...
... depth considered , ec 1S 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 a ...
Page 215
... depth : 40 m 0 1 10 100 -5 -1 = 4.0x10 6 e min = 0.5 1000 10000 effective pressure , p ( kN / m2 ) Fig . 3 Predicted ... depth for the similar types of soil , i.e. the same liquid limit . Bm Fig.4 shows the correlations between and depth ...
... depth : 40 m 0 1 10 100 -5 -1 = 4.0x10 6 e min = 0.5 1000 10000 effective pressure , p ( kN / m2 ) Fig . 3 Predicted ... depth for the similar types of soil , i.e. the same liquid limit . Bm Fig.4 shows the correlations between and depth ...
Page 226
... Depth ( cm ) G ( kPa ) G / no Depth ( cm ) G / O 5.0 x 10 1.2 x 10 6.5 14 91 20.9 37 78 35.3 130 160 49.7 102 TR 57 64.1 96 78.5 90 92.9 75 8553 89 65 24692 27 46 62 96 97 29763 93 78 63 32 10303 ~ 298 * 50 35 107.3 136 55 33 27 121.7 ...
... Depth ( cm ) G ( kPa ) G / no Depth ( cm ) G / O 5.0 x 10 1.2 x 10 6.5 14 91 20.9 37 78 35.3 130 160 49.7 102 TR 57 64.1 96 78.5 90 92.9 75 8553 89 65 24692 27 46 62 96 97 29763 93 78 63 32 10303 ~ 298 * 50 35 107.3 136 55 33 27 121.7 ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
Semisubmersible Floating Production for the Gulf of Mexico | 13 |
OFFSHORE MECHANICS | 23 |
Copyright | |
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adsorber amplitude analysis angle Arctic Engineering axial bending buoy buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect energy equation equipment fatigue Figure finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform polyester pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Fig simulation soil static stiffness strength stress structure subsea surface syntactic foam turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire