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 258
... settlement of the permafrost foundation was predicted as a function of time for different surcharges ( p = 0.1 , 0.2 , and 0.3 MPa ) ( Figure 8 ) . All predicted creep settlements using different values ( Figure 7 ) and under different ...
... settlement of the permafrost foundation was predicted as a function of time for different surcharges ( p = 0.1 , 0.2 , and 0.3 MPa ) ( Figure 8 ) . All predicted creep settlements using different values ( Figure 7 ) and under different ...
Page 321
... settlement has to be taken into account . This is approximated by means of vertical forces on the legs of the station . In these forces the dead weight of the stations superstructure is also considered . RESULTS Applying the two sets of ...
... settlement has to be taken into account . This is approximated by means of vertical forces on the legs of the station . In these forces the dead weight of the stations superstructure is also considered . RESULTS Applying the two sets of ...
Page 322
... settlement is investigated in time domain up to five days . The calculated settlement of the snowcover with and with- out interaction is shown in Figure 4. It can be observed that the interaction causes changes in the settlement of the ...
... settlement is investigated in time domain up to five days . The calculated settlement of the snowcover with and with- out interaction is shown in Figure 4. It can be observed that the interaction causes changes in the settlement of the ...
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