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 168
... piles was measured with respect to the lip of each barrel using two dial - indicator deflection gages . The dial deflection gages were mounted on opposite sides of the test pile so that minor lateral movement of the pile could be ...
... piles was measured with respect to the lip of each barrel using two dial - indicator deflection gages . The dial deflection gages were mounted on opposite sides of the test pile so that minor lateral movement of the pile could be ...
Page 173
... pile supports in frozen soil . A number of different pile designs are shown and their effectivenes in resisting frost upheaval discussed . The damaging effect on soil stablity caused by heavy construction equipment is also examined ...
... pile supports in frozen soil . A number of different pile designs are shown and their effectivenes in resisting frost upheaval discussed . The damaging effect on soil stablity caused by heavy construction equipment is also examined ...
Page 175
... pile supports which have been installed on a typical portion of a 720 mm diameter gas pipeline . Pile Type 1 , with anchoring angles , are situated in the depression of a shallow ravine and are augured 4 m into the ground . Their height ...
... pile supports which have been installed on a typical portion of a 720 mm diameter gas pipeline . Pile Type 1 , with anchoring angles , are situated in the depression of a shallow ravine and are augured 4 m into the ground . Their height ...
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