Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 279
... Trench Test Method Since the macro - indentor was originally designed to operate in 150mm diameter holes , the first step was to use the core auger to drill a hole of desired depth ( Fig . 3 ) . Drilling the hole provided a 100mm ...
... Trench Test Method Since the macro - indentor was originally designed to operate in 150mm diameter holes , the first step was to use the core auger to drill a hole of desired depth ( Fig . 3 ) . Drilling the hole provided a 100mm ...
Page 281
... trench at the end of the tests . These blocks could be lifted easily ( Fig . 9 ) . Figure 10 provides a view of the spalled section for the last macro test ( numbered 21 ) . The top half of the photograph in Fig . 11 shows a view ...
... trench at the end of the tests . These blocks could be lifted easily ( Fig . 9 ) . Figure 10 provides a view of the spalled section for the last macro test ( numbered 21 ) . The top half of the photograph in Fig . 11 shows a view ...
Page 283
... trench ( Fig . 18 ) causing imminent dangers to the security of the instrument huts near the trench , the indentor in the trench and other materials , no measurements were actually carried out on the profile of the spalling crack ...
... trench ( Fig . 18 ) causing imminent dangers to the security of the instrument huts near the trench , the indentor in the trench and other materials , no measurements were actually carried out on the profile of the spalling crack ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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Allen Bay analysis angle Arctic Engineering ASME average boundary brittle calculated Canada channel coefficient component compressive cone Confederation Bridge Conference on Offshore contact area Copyright 1999 crack creep creep deformation crushed deformation density determined diameter distribution dynamic effect equation estimate failure stress Figure floes fracture frequency friction frozen soil full scale gas hydrate Grand Banks horizontal hydrodynamic ice block ice class ice conditions ice force ice loads ice pieces ice sheet ice strength ice thickness iceberg iceberg management icebreaker increase indentation tests indentor interaction layer level ice maximum measured Mechanics and Arctic mm/s Newfoundland Northern Sea Route observed Offshore Mechanics parameters peak Pechora Sea piers pipeline planetary boundary layer predicted pressure ratio Research resistance rubble Sakhalin salinity scantlings scour sea ice sensors shape shear ship shows speed stamukha surface temperature thrust torque values velocity vertical water depth width wind zone