Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 16
Page 230
expected . A study conducted on " undisturbed " specimens of Gulf of Mexico clay indicated that the shear strains required for these specimens to reach this " collapsed " or " remolded " state can be on the order of 10-1 % or less ( 10 ) ...
expected . A study conducted on " undisturbed " specimens of Gulf of Mexico clay indicated that the shear strains required for these specimens to reach this " collapsed " or " remolded " state can be on the order of 10-1 % or less ( 10 ) ...
Page 231
... specimens of Georgia kaolinite consolidated from slurry to near the liquid limit of the clay were tested . Slurry was prepared using distilled , de - aired water . The main reason for the choice of artificial specimens was to establish ...
... specimens of Georgia kaolinite consolidated from slurry to near the liquid limit of the clay were tested . Slurry was prepared using distilled , de - aired water . The main reason for the choice of artificial specimens was to establish ...
Page 232
... specimens . Vane would be inserted to about mid - height of the specimen shortly after the confining pressure was applied , and consolidation under 100 kPa would progress with the vane already in the soil . Vane shear testing would take ...
... specimens . Vane would be inserted to about mid - height of the specimen shortly after the confining pressure was applied , and consolidation under 100 kPa would progress with the vane already in the soil . Vane shear testing would take ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
37 other sections not shown
Other editions - View all
Common terms and phrases
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