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 231
The main reason for the choice of artificial specimens was to establish a new test procedure that could be applied to soft saturated clays . These reconstituted specimens were intended to simulate soft saturated marine clays with ...
The main reason for the choice of artificial specimens was to establish a new test procedure that could be applied to soft saturated clays . These reconstituted specimens were intended to simulate soft saturated marine clays with ...
Page 232
Two side rods with detachable pins , and a bottom adapter with specimen housing are used to prevent rotation of the ... Likewise , the rotation of the vane is directly indicated by the rotation of the mirror connected to Specimens were ...
Two side rods with detachable pins , and a bottom adapter with specimen housing are used to prevent rotation of the ... Likewise , the rotation of the vane is directly indicated by the rotation of the mirror connected to Specimens were ...
Page 234
One explanation for this behavior can be possible air migration into the specimen through the latex membrane during the ... Using the fitted curve , Gmax - s / Gmax - d value for the soft kaolinite clay specimens , normally consolidated ...
One explanation for this behavior can be possible air migration into the specimen through the latex membrane during the ... Using the fitted curve , Gmax - s / Gmax - d value for the soft kaolinite clay specimens , normally consolidated ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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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 unit vane vessel wave weight wire