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 216
... values of en emin and B. Eqs . ( 4 ) and ( 5 ) have been examined for various soils [ 2,3,4 ] . Therefore , from Eqs ... values of liquid limit . The e , values used were esti- mated using Eq . ( 1 ) , and emin is assumed to be 0.5 . The ...
... values of en emin and B. Eqs . ( 4 ) and ( 5 ) have been examined for various soils [ 2,3,4 ] . Therefore , from Eqs ... values of liquid limit . The e , values used were esti- mated using Eq . ( 1 ) , and emin is assumed to be 0.5 . The ...
Page 224
... values for the two sites are very similar : the NCP site has an average in - situ Spp of 2.4 , and the RIS site has an in - situ S of 2.3 PR ( Tables 6 and 7 ) . The miniature vane Spp values from the NCP average 1.5 for both cores ...
... values for the two sites are very similar : the NCP site has an average in - situ Spp of 2.4 , and the RIS site has an in - situ S of 2.3 PR ( Tables 6 and 7 ) . The miniature vane Spp values from the NCP average 1.5 for both cores ...
Page 340
... values shown in Table 1 are approximate , but are useful in interpreting the experimental results . Preliminary simulations were carried out using assumed values for coefficients in order to establish the dimensions for a tank test ...
... values shown in Table 1 are approximate , but are useful in interpreting the experimental results . Preliminary simulations were carried out using assumed values for coefficients in order to establish the dimensions for a tank test ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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adsorber amplitude analysis angle Arctic Engineering axial bending buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear liquid limit 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 pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Figure simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire