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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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