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 158
... tests easy to execute without requiring advanced testing equipment . Soil Properties The properties of the soils tested are given in Tables 1 and 2 . Table 1 : Physical soil properties . Density Wetness Soil. 158 Copyright © 2007 by ASME.
... tests easy to execute without requiring advanced testing equipment . Soil Properties The properties of the soils tested are given in Tables 1 and 2 . Table 1 : Physical soil properties . Density Wetness Soil. 158 Copyright © 2007 by ASME.
Page 159
Table 1 : Physical soil properties . Density Wetness Soil Dry sand 1900 kg / m3 3 N / A Wet sand 2150 kg / m3 13-17 % Silty sand 2200 kg / m3 20-22 % Table 2 : Mechanical soil properties . Soil Friction Shear strength Dry sand 0.30 N ...
Table 1 : Physical soil properties . Density Wetness Soil Dry sand 1900 kg / m3 3 N / A Wet sand 2150 kg / m3 13-17 % Silty sand 2200 kg / m3 20-22 % Table 2 : Mechanical soil properties . Soil Friction Shear strength Dry sand 0.30 N ...
Page 161
... SOIL DEFORMATIONS To study the free - field subgouge soil deformations and to compare them with pipeline displacements , separate tests were conducted with simple displacement indicators buried in the soil , see Figure 6. Six lengths of ...
... SOIL DEFORMATIONS To study the free - field subgouge soil deformations and to compare them with pipeline displacements , separate tests were conducted with simple displacement indicators buried in the soil , see Figure 6. Six lengths of ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
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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