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 211
... void ratio - effective pressure relationship , e - log p , can be determined by the initial and minimum void ratios and a single soil parame- ter , where initial void ratio is the void ratio prior to any compression and the minimum void ...
... void ratio - effective pressure relationship , e - log p , can be determined by the initial and minimum void ratios and a single soil parame- ter , where initial void ratio is the void ratio prior to any compression and the minimum void ...
Page 212
... void ratio - effective pressure relationship . On the other hand , for a soil element , the volume - pressure relation may depend on the chemical potential energies or interactions between particles . Therefore , it is assumed that the void ...
... void ratio - effective pressure relationship . On the other hand , for a soil element , the volume - pressure relation may depend on the chemical potential energies or interactions between particles . Therefore , it is assumed that the void ...
Page 213
... void ratio systems [ 2,3 ] , the following simple equation describes the basic relationship between average void ratio and relative energy : ē ec = exp ( - E ) ( 2 ) where è is the average void ratio of a soil element with unit area and ...
... void ratio systems [ 2,3 ] , the following simple equation describes the basic relationship between average void ratio and relative energy : ē ec = exp ( - E ) ( 2 ) where è is the average void ratio of a soil element with unit area and ...
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 buoy buoyancy cable caisson calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect 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 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 tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire