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 87
The segregation of the two modes depends largely on DT , and H. 21 a Reli ? , 3 ) < 0 Decaying Modes Whether ice motion grows or decays substantially depends on first criticşi yalue of the parameter DT , ( when N = 1 .
The segregation of the two modes depends largely on DT , and H. 21 a Reli ? , 3 ) < 0 Decaying Modes Whether ice motion grows or decays substantially depends on first criticşi yalue of the parameter DT , ( when N = 1 .
Page 72
Model accuracy and execution time depends on the pipeline length , and the distance and time steps . If the number of time and distance steps is increased , the execution time will in rease proportionally .
Model accuracy and execution time depends on the pipeline length , and the distance and time steps . If the number of time and distance steps is increased , the execution time will in rease proportionally .
Page 263
This effective surcharge will depend on cover thickness and internal friction forces , which depend on the effective soil ... The inclination of the slip - lines depends on the porosity ( or relative density ) of the overlying bed .
This effective surcharge will depend on cover thickness and internal friction forces , which depend on the effective soil ... The inclination of the slip - lines depends on the porosity ( or relative density ) of the overlying bed .
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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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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