Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 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
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone