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 105
... carried tunnels . WOLTERS and ALFERINK ( 1986 ) he deformation of PVC pipes subjected to he soil . The effect of freezing on pipes ive soil has been studied by FREMONT and ) . NTS CARRIED OUT BY GAZ DE FRANCE tudy new specifications ...
... carried tunnels . WOLTERS and ALFERINK ( 1986 ) he deformation of PVC pipes subjected to he soil . The effect of freezing on pipes ive soil has been studied by FREMONT and ) . NTS CARRIED OUT BY GAZ DE FRANCE tudy new specifications ...
Page 105
... carried out on experimental sites in Europe and Japan . For example , NEEDHAM and HOWE ( 1981 ) have evaluated experimentally both the in- fluence of road traffic and the effects of the cons- truction of tunnels and excavations on ...
... carried out on experimental sites in Europe and Japan . For example , NEEDHAM and HOWE ( 1981 ) have evaluated experimentally both the in- fluence of road traffic and the effects of the cons- truction of tunnels and excavations on ...
Page 194
... carried out in years , for a number of Southern North Sea and the conclusion can be reached that the sts are generally optimised by carrying out abed preparatory work , with subsequent cor- tions by means of trenching . e above ...
... carried out in years , for a number of Southern North Sea and the conclusion can be reached that the sts are generally optimised by carrying out abed preparatory work , with subsequent cor- tions by means of trenching . e above ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
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Common terms and phrases
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