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 101
... ground . This paper analyses the phenomena liable to cause major problems . s the mechanisms by which surface loads are transmitted through the ground and secondly , the diffe- s of the ground resulting from consolidation , frost heave ...
... ground . This paper analyses the phenomena liable to cause major problems . s the mechanisms by which surface loads are transmitted through the ground and secondly , the diffe- s of the ground resulting from consolidation , frost heave ...
Page 102
... ground . Two Cinguished : displacements along the pipe are small no significant . The pipe simply trans- ue to the weight of the soil and sur- to the ground on which it is laid . This responds to normal pipe laying condi- ground , is ...
... ground . Two Cinguished : displacements along the pipe are small no significant . The pipe simply trans- ue to the weight of the soil and sur- to the ground on which it is laid . This responds to normal pipe laying condi- ground , is ...
Page 135
... Ground Motion waves are initiated by irregular ng faults followed by random refle- actions and attenuation within ... ground motion at two stations Novak ( 2 ) which assumed that decays with the increase of the istance between the two ...
... Ground Motion waves are initiated by irregular ng faults followed by random refle- actions and attenuation within ... ground motion at two stations Novak ( 2 ) which assumed that decays with the increase of the istance between the two ...
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