Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 636
... depth Start of playback file for the pipe motion into the trench shoulder Cleaning or extension of trench Start of ... depth of 150 mm ( 1.5D ) . geotechnical testing by a scaling factor to give the average shear strength , Su . The ...
... depth Start of playback file for the pipe motion into the trench shoulder Cleaning or extension of trench Start of ... depth of 150 mm ( 1.5D ) . geotechnical testing by a scaling factor to give the average shear strength , Su . The ...
Page 958
... depth of 200 mm . The clay has a sensitivity of about 3.4 and a ' plasticity index of about 30 % . Most of the tests are performed with a pipe segment of 101.6 mm diameter and a few of the suction tests have been performed with a pipe ...
... depth of 200 mm . The clay has a sensitivity of about 3.4 and a ' plasticity index of about 30 % . Most of the tests are performed with a pipe segment of 101.6 mm diameter and a few of the suction tests have been performed with a pipe ...
Page 1048
... depth d = 1.0 , influence of kd ( F „ = 0.64 , B = 0.265 , kd = 0.171 ) Fig . 2 ( c ) Free surface elevation for a unit source at depth d = 1.0 , influence of Fn ( kd = 0.918 , B = 0.498 , F , = 0.5196 ) n Fig . 3 ( c ) Free surface ...
... depth d = 1.0 , influence of kd ( F „ = 0.64 , B = 0.265 , kd = 0.171 ) Fig . 2 ( c ) Free surface elevation for a unit source at depth d = 1.0 , influence of Fn ( kd = 0.918 , B = 0.498 , F , = 0.5196 ) n Fig . 3 ( c ) Free surface ...
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added mass amplitude analysis angle annulus ASME barge boundary conditions boundary element method British Columbia cable calculated CALM buoy Cantarell field catenary coefficient components computed Conference on Offshore configuration Copyright crane vessel cylinder damping deck developed diameter diffraction direction displacement dynamic effect element equation factor fairlead fatigue damage floating FPSO free surface function heave horizontal hull hydrodynamic iceberg installation interaction jacket joint length limit cycle linear marine maximum Mechanics and Arctic method model tests mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures operation parameters particle Petrobras pile pipe pitch platform potential pressure regular waves response second order semi-submersible shear shear strength ship shown in Figure Spar spectrum Statoil stress surge Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle