Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 219
... Shear Strength Comparisons % Reduction In Situ to Core Table. ABSTRACT High resolution in - situ measurements of shear strength , shear modulus and sensitivity using the Autonomous Shear Strength Profiler , are compared with standard ...
... Shear Strength Comparisons % Reduction In Situ to Core Table. ABSTRACT High resolution in - situ measurements of shear strength , shear modulus and sensitivity using the Autonomous Shear Strength Profiler , are compared with standard ...
Page 220
surface to be sheared . The evaluation of vane shear data is done by converting the torque on the vane in blade to shear stress in the sediment . There are several assumptions made in derivation of the expression resulting in shear ...
surface to be sheared . The evaluation of vane shear data is done by converting the torque on the vane in blade to shear stress in the sediment . There are several assumptions made in derivation of the expression resulting in shear ...
Page 224
... shear and UU , are similar enough to suggest that moduli obtained by the vane shear may be representative of the actual . The RIS in situ data is not reliable enough , nor is there enough UU data to draw any conclusions from this site ...
... shear and UU , are similar enough to suggest that moduli obtained by the vane shear may be representative of the actual . The RIS in situ data is not reliable enough , nor is there enough UU data to draw any conclusions from this site ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire