Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 365
... pile group 60 ft apart are very similar to the results for a single pile because the wavelengths of the individual waves in simulation are about 10 times the pile separation . So the crests of waves occur nearly simultaneously at the four ...
... pile group 60 ft apart are very similar to the results for a single pile because the wavelengths of the individual waves in simulation are about 10 times the pile separation . So the crests of waves occur nearly simultaneously at the four ...
Page 638
... pile of up to 6 m in diameter with wall thicknesses as much as 150 mm . Depending on the subsurface conditions , the pile is typically driven into the seabed by either large impact or vibratory hammers , or the piles are grouted into ...
... pile of up to 6 m in diameter with wall thicknesses as much as 150 mm . Depending on the subsurface conditions , the pile is typically driven into the seabed by either large impact or vibratory hammers , or the piles are grouted into ...
Page 643
... pile head . All these factors may occur simultaneously to modify the axial and lateral response of the pile foundations . Axial Response : The axial response of a pile driven into soil and subjected to dynamic loading depends on the ...
... pile head . All these factors may occur simultaneously to modify the axial and lateral response of the pile foundations . Axial Response : The axial response of a pile driven into soil and subjected to dynamic loading depends on the ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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26th International Conference aircushion amplitude analysis ASME bathymetry Bay of Fundy beach boundary conditions Bragg scattering breakwater buoy calculated cavitation Coastal coefficient computed Conference on Offshore Copyright 2007 density developed device diameter displacement dynamic effect element equation experimental factor floating body units flow fluid force frequency function gouge grout hydrodynamic ice load increase installed interaction linear Makran marine maximum measured Mechanics and Arctic method monopile motion mussels nonlinear Ocean ocean energy Offshore Mechanics offshore wind turbine optimization parameters pile pipe pipeline platform pontoon potential predicted pressure ratio Research response rotor scale scour depth seabed shown in Figure shrimp significant wave height simulation stray children stress structure Technology tidal power tower tsunami velocity velocity potential vertical Von Mises stress vortex water depth wave energy wave power width wind farms wind speed