Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 4American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 17
... to + 3 meters . Bottom Sampling Procedures Gouge Trend The bottom samples
were obtained during the first year of the study ... Each sample was visually
inspected and subsampled with a 6 - inch brass tube that was capped and taped
.
... to + 3 meters . Bottom Sampling Procedures Gouge Trend The bottom samples
were obtained during the first year of the study ... Each sample was visually
inspected and subsampled with a 6 - inch brass tube that was capped and taped
.
Page 335
Bulk samples consisting of EGAD model ice blocks were tested in a large plane -
strain apparatus . Sample size was approximately 1 m x 0 . 8 m x 0 . 5 m , and
individual block lengths were up to 0 . 2 m . Dry and submerged samples were ...
Bulk samples consisting of EGAD model ice blocks were tested in a large plane -
strain apparatus . Sample size was approximately 1 m x 0 . 8 m x 0 . 5 m , and
individual block lengths were up to 0 . 2 m . Dry and submerged samples were ...
Page 340
The reduced scatter for submerged rubble was due to the relatively narrow range
of initial ice concentration. Manual packing of the rubble produced ice
concentrations within a narrower range for submerged samples than that for dry
samples.
The reduced scatter for submerged rubble was due to the relatively narrow range
of initial ice concentration. Manual packing of the rubble produced ice
concentrations within a narrower range for submerged samples than that for dry
samples.
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Contents
ICEENVIRONMENT STATISTICS | 1 |
Probabilistic Modeling of Material Strength CodesStandards and Regulations | 21 |
ARCTIC OPERATIONS AND STRUCTURES | 27 |
Copyright | |
19 other sections not shown
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Common terms and phrases
analysis angle approximately Arctic average calculated Canada coefficient cold comparison compression conducted constant cover crack creep curves density dependence depth determined developed direction displacement distribution drag effect element Engineering equation experimental experiments failure field Figure floe flow force fracture frequency friction function given grain heat horizontal ice load ice sheet increase indicated initial International Laboratory length limited load material maximum mean measured Mechanics method mode movement normal observed obtained Offshore operation panels parameters performed period pile plates plotted predict present pressure problem range ratio Regions relative Research resistance response ridge rubble salinity samples scale sea ice shear shown shows snow soil solution specimens spray strain strength stress structure surface survey Table temperature tests thermal thickness toughness values vertical volume wall
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 4 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1992 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| ISBN | 0791809137, 9780791809136 |
| Export Citation | BiBTeX EndNote RefMan |