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 1035
... wall . Previous work has suggested that when a suction anchor in clay is installed by applying underpressure inside the anchor , the external skin friction may be reduced compared to the skin friction expected for driven piles . The ...
... wall . Previous work has suggested that when a suction anchor in clay is installed by applying underpressure inside the anchor , the external skin friction may be reduced compared to the skin friction expected for driven piles . The ...
Page 1036
... wall ( i.e. the " set - up " ) with time . They assumed that all the displaced soil moves inside the caisson when it ... wall as the excess pore pressure due to total stress changes , remolding and shear strains dissipated . Andersen and ...
... wall ( i.e. the " set - up " ) with time . They assumed that all the displaced soil moves inside the caisson when it ... wall as the excess pore pressure due to total stress changes , remolding and shear strains dissipated . Andersen and ...
Page 1043
... wall along horizontal section at depth 13.7m for skirt penetrated to 16m . Before unloading . Sig_mean [ kPa ] 30 20 20 10 -10 -20 flat , r = 0.5 , selfweight flat , r - 0.25 , selfweight flat , r - 0.5 , suction flat , r = 0.25 ...
... wall along horizontal section at depth 13.7m for skirt penetrated to 16m . Before unloading . Sig_mean [ kPa ] 30 20 20 10 -10 -20 flat , r = 0.5 , selfweight flat , r - 0.25 , selfweight flat , r - 0.5 , suction flat , r = 0.25 ...
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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