Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 118
The samples were machined in a cold room where the temperature around -15 ° C . They were taken to the cold room where ... measure the load directly on the sample without taking the cell stiffness and the piston friction into account .
The samples were machined in a cold room where the temperature around -15 ° C . They were taken to the cold room where ... measure the load directly on the sample without taking the cell stiffness and the piston friction into account .
Page 123
From the results of the tests horizontal , vertical and slant samples an attempt is made to build the failure envelope of columnar ice . The sections of the failure surfaces presented in Figure 12 for different temperatures and a ...
From the results of the tests horizontal , vertical and slant samples an attempt is made to build the failure envelope of columnar ice . The sections of the failure surfaces presented in Figure 12 for different temperatures and a ...
Page 195
The freezing and testing temperature was -10 ° C . Samples of freshwater ice were tested and used for comparison . Tests were run with fresh and saline ( 20ppt ) ice samples reinforced with coarse softwood sawdust at 12.5 % , shredded ...
The freezing and testing temperature was -10 ° C . Samples of freshwater ice were tested and used for comparison . Tests were run with fresh and saline ( 20ppt ) ice samples reinforced with coarse softwood sawdust at 12.5 % , shredded ...
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Contents
ICE PROPERTIES1 | 1 |
Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Naturally Formed Fresh | 19 |
ICE PROPERTIES | 31 |
Copyright | |
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Common terms and phrases
analysis applied Arctic assumed average bending boundary buckling calculated caused coefficient compressive Conference considered crack creep curves deformation depends depth determined developed diameter direction displacement effect elastic energy Engineering equation estimate experimental experiments factor failure field Figure flow force fracture friction function given heat horizontal impact increase International layer length lift force limit load lower material maximum mean measured Mechanics method movement normal observed obtained Offshore operating parameters performed pipe pipeline position predicted present pressure problem properties range ratio region relative Research resistance response saline samples scale scour ship shown shows soil solution specimen speed steel strain strain rate strength stress structure surface Table temperature thickness tion values velocity vertical wave welding
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6 |
| 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, 1988 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |