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 1036
... skirt wall ( i.e. the " set - up " ) with time . They assumed that all the displaced soil moves inside the caisson ... skirt tip . Consolidation analyses showed that even with no change in mean total stress , the difference in ...
... skirt wall ( i.e. the " set - up " ) with time . They assumed that all the displaced soil moves inside the caisson ... skirt tip . Consolidation analyses showed that even with no change in mean total stress , the difference in ...
Page 1038
... skirt ( Figure 1b ) . The roughness factors correspond to soil sensitivity values of S = 1 / 0wall 2 and 4 , assuming that the skirt wall is rough enough for the failure along the skirt wall to occur in the remolded clay . This is ...
... skirt ( Figure 1b ) . The roughness factors correspond to soil sensitivity values of S = 1 / 0wall 2 and 4 , assuming that the skirt wall is rough enough for the failure along the skirt wall to occur in the remolded clay . This is ...
Page 1043
... skirt at the tip . Sig_mean [ kPa ] 40 30 30 20 20 10 100 O -10 20 -20 flat , r - 0.5 , selfweight flat , r - 0.25 ... skirt wall along horizontal section at depth 13.7m for skirt penetrated to 16m . Before unloading . Sig_mean [ kPa ] ...
... skirt at the tip . Sig_mean [ kPa ] 40 30 30 20 20 10 100 O -10 20 -20 flat , r - 0.5 , selfweight flat , r - 0.25 ... skirt wall along horizontal section at depth 13.7m for skirt penetrated to 16m . Before unloading . Sig_mean [ kPa ] ...
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Common terms and phrases
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