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 121
When Mohr's circles are drawn from the results of the test performed at -10 ° C on horizontal samples ( Figure 6 ) , it can be seen that Coulomb theory does not apply exactly to the data set . A single value for an angle of friction ...
When Mohr's circles are drawn from the results of the test performed at -10 ° C on horizontal samples ( Figure 6 ) , it can be seen that Coulomb theory does not apply exactly to the data set . A single value for an angle of friction ...
Page 95
A steady - state energy balance analysis was performed to investigate the various energy dissipation mechanisms present during pipe rupture . This analysis confirmed that the added inertial mass effect of the surrounding water may ...
A steady - state energy balance analysis was performed to investigate the various energy dissipation mechanisms present during pipe rupture . This analysis confirmed that the added inertial mass effect of the surrounding water may ...
Page 322
The hydraulic unit which powered the cylinders did not perform satisfactorily during the first two tests . ... A larger motor installed prior to test 3 and the unit then performed well up to pressures of 33 MPa . was Instrumentation All ...
The hydraulic unit which powered the cylinders did not perform satisfactorily during the first two tests . ... A larger motor installed prior to test 3 and the unit then performed well up to pressures of 33 MPa . was Instrumentation All ...
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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