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 221
... CORE SAMPLING Samples were obtained with either hydrostatically driven cores ( HLC ) or Large - Diameter Gravity cores ( LGC ) , both having an inside diameter of 10.2 cm . The HLC system , mounted on the ISHTE platform , has an ...
... CORE SAMPLING Samples were obtained with either hydrostatically driven cores ( HLC ) or Large - Diameter Gravity cores ( LGC ) , both having an inside diameter of 10.2 cm . The HLC system , mounted on the ISHTE platform , has an ...
Page 222
... cores taken in the area revealed a relatively fine grained sediment free of the debris ( e.g. rocks , pebbles , shells ) which is typically found in the general area . Some anoxic layers were found in the cores , but there was no core- to - ...
... cores taken in the area revealed a relatively fine grained sediment free of the debris ( e.g. rocks , pebbles , shells ) which is typically found in the general area . Some anoxic layers were found in the cores , but there was no core- to - ...
Page 223
... Core LGC - 7 has a low value at 66 cm that may correlate with the weak lens found in situ and both cores show a high water content around 72 cm . From 80 cm to 130 cm the two cores track very closely and show an increase in strength . Both ...
... Core LGC - 7 has a low value at 66 cm that may correlate with the weak lens found in situ and both cores show a high water content around 72 cm . From 80 cm to 130 cm the two cores track very closely and show an increase in strength . Both ...
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