Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 66
... equation ( 11 ) into equation ( 21 ) will result in equation ( 3 ) in the main text and substitution of ( 11 ) and ( 15 ) into equation ( 16 ) will result in equation ( 2 ) in the main text . If equations ( 11 ) , ( 15 ) and ( 16 ) are ...
... equation ( 11 ) into equation ( 21 ) will result in equation ( 3 ) in the main text and substitution of ( 11 ) and ( 15 ) into equation ( 16 ) will result in equation ( 2 ) in the main text . If equations ( 11 ) , ( 15 ) and ( 16 ) are ...
Page 112
... EQUATION OF PORE WATER PRES- SURE FIELD a Consider , Fig.1 , waves passing over fluid layer with mean depth hi ... equation for the porous medium will be the wellknown Biot's equation . . · Vs ) = GVs + ( div · Vs ) = ▽ P ( 2 ) in which ...
... EQUATION OF PORE WATER PRES- SURE FIELD a Consider , Fig.1 , waves passing over fluid layer with mean depth hi ... equation for the porous medium will be the wellknown Biot's equation . . · Vs ) = GVs + ( div · Vs ) = ▽ P ( 2 ) in which ...
Page 265
... equation is the well known diffusion equation describing one dimen- sional consolidation . When the supposed expression for the cyclic induced compaction is put into this equation the following equation is obtained бе Sp cv . Sp + B2 ...
... equation is the well known diffusion equation describing one dimen- sional consolidation . When the supposed expression for the cyclic induced compaction is put into this equation the following equation is obtained бе Sp cv . Sp + B2 ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
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acoustic velocity analysis Arctic Engineering axial behaviour bending bottom boundary layer buckling cable calculated clamp Cobia compression corrosion crack cylinder deflection deformation developed dew point diameter drag drag coefficient effect elastic equation experimental field Figure finite element flow force coefficients free span frequency friction friction welding function hoop stress horizontal Hydraulic hydrodynamic hydrodynamic forces in-line installation irregular waves length lift coefficient lift force liquid load maximum measured mechanical method monitoring movement nodal analysis operating parameters phase pipe displacement pipe material pipeline predicted pressure procedure ratio response riser roughness SCADA scour sea bed sea floor seabed shown simulated slug soil steady current steel storm strain strain gauges stress structural submarine pipelines surface Technology temperature tion Turning Bands underwater values variation vertical vortex shedding water depth welding zone