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
... strengths to be an average of 25 % less than in situ strengths . Sensitivity indicators followed a similar trend as the shear strength , with an average 38 % decrease in the core measurements . This decrease is primarily attributed to ...
... strengths to be an average of 25 % less than in situ strengths . Sensitivity indicators followed a similar trend as the shear strength , with an average 38 % decrease in the core measurements . This decrease is primarily attributed to ...
Page 224
... strength . The methods for determining remoulded strength have not been standardized , but for vane shear testing current work suggest that at least three rotations of the vane are necessary before the remoulded strength can be measured ...
... strength . The methods for determining remoulded strength have not been standardized , but for vane shear testing current work suggest that at least three rotations of the vane are necessary before the remoulded strength can be measured ...
Page 520
... strength by the length at no load before the tenth cycle ( original length plus elongation ) and dividing by 1000 . polyester 8 strand strengths were determined over fifteen years ago , before the full potential of polyester in rope ...
... strength by the length at no load before the tenth cycle ( original length plus elongation ) and dividing by 1000 . polyester 8 strand strengths were determined over fifteen years ago , before the full potential of polyester in rope ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis anchor applied bending calculations components Conference connected considerable considered construction cost curve damage depth determined direction displacement distribution drilling dynamic effect element energy Engineering equation equipment excitation fatigue field Figure fixed flexible floating flow forces frequency function geometry included increase inspection installation International joint length limit linear load lower mass matrix maximum mean measured Mechanics method mode model tests mooring mooring system motion obtained Offshore operating parameters performance period phase pile pipe pipeline platform position presented pressure production ratio response riser RPIT shear shown shows significant soil static stiffness strength stress structure surface Table technique Technology tension tool tower turbine vessel wave weight