Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 4-5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 158
... shown in Figure 2 : the unconsolidated rubble system , the rubble system containing a refrozen layer ( refrozen rubble system ) , and the rubble system containing a partially extended frozen layer . The unconsolidated rubble system ...
... shown in Figure 2 : the unconsolidated rubble system , the rubble system containing a refrozen layer ( refrozen rubble system ) , and the rubble system containing a partially extended frozen layer . The unconsolidated rubble system ...
Page 159
... shown in Figure 3 to the rate of the only external work done by the horizontal ice force , that is , Pu . The rates of energy dissipation per unit width with the block sliding mechanism shown in Figure 3A consist of two parts : DA ...
... shown in Figure 3 to the rate of the only external work done by the horizontal ice force , that is , Pu . The rates of energy dissipation per unit width with the block sliding mechanism shown in Figure 3A consist of two parts : DA ...
Page 162
... shown in Figure 11C to compute the vertical ice load on the slope . Without considering the rotation of the rubble block , the system is statically indeterminate . The limit equilibrium approach cannot be used directly to determine the ...
... shown in Figure 11C to compute the vertical ice load on the slope . Without considering the rotation of the rubble block , the system is statically indeterminate . The limit equilibrium approach cannot be used directly to determine the ...
Contents
MECHANICAL PROPERTIES OF | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 10 |
ICE ENGINEERING | 53 |
Copyright | |
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actuator Alberta analysis angle Arctic aspect ratio axial behaviour bending berm buckling calculated Canada cathodic protection coating coefficient compression concrete corrosion crack creep creep deformation crushed ice damage deformation density depth developed diameter displacement dynamic effect elastic Engineering equation experimental extrusion field floe flow fracture free spans friction geometry heat transfer Hobson's Choice horizontal ice failure ice force ice plate ice rubble ice sheet ICE TEST icebreaking icicle increase indentation rate indentor layer length load longitudinal material maximum measured Mechanics mm/s Molikpaq niobium Offshore OMAE parameters pile pipe pipeline pits plane plane strain polycrystalline ice predicted Pressure MPa Research resistance rubble system sample scale seabed shear shown in Figure simulation Snamprogetti soil spallation specimens speed spraying steel stiffness strain gauges strength stress structure surface temperature tensile thickness values velocity vertical weld Young's modulus Zeepipe zone