Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 66
... critical conditions are related to the entire network . Further mathematical models of the slope and of the pipeline are used to estimate the size and distribution of soil movement with respect to pipeline layout and hence to calculate ...
... critical conditions are related to the entire network . Further mathematical models of the slope and of the pipeline are used to estimate the size and distribution of soil movement with respect to pipeline layout and hence to calculate ...
Page 211
... critical state concept is an advancement of the critical void ratio concept introduced by Casagrande ( 1932 ) . According to the critical state concept , when saturated samples of clay are isotropically consolidated to different ...
... critical state concept is an advancement of the critical void ratio concept introduced by Casagrande ( 1932 ) . According to the critical state concept , when saturated samples of clay are isotropically consolidated to different ...
Page 476
... critical span length . The critical span length corresponding with this criterion is computed from : where Less = 0.9 21pon 9max D 14 Liss = critical span length due to static stress pipe second moment of area = factor in calculating ...
... critical span length . The critical span length corresponding with this criterion is computed from : where Less = 0.9 21pon 9max D 14 Liss = critical span length due to static stress pipe second moment of area = factor in calculating ...
Contents
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
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American Gas Association analysis applied approach ASME assessment backfill behaviour bending buckling cathodic protection chromium compressive corrosion rate cost cracking criteria CTOD curve defects deformation depth diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow gas pipelines geotechnical ground movement hazards hoop stress increase influence diagram inspection installation integrity interaction internal coating joint landslide LIGHTLY CORROSIVE limit line pipe load localisation maintenance material maximum measurements mechanical method North Sea Norwegian Trench Offshore operating parameters performed pipe material Pipeline Technology plastic potential predicted pressure probabilistic risk S-N curve safety samples seabed shear strength shown in Figure SINTEF Skaha Lake slope soil resistance specimen steel strain stress Stress Corrosion Cracking surface temperature tensile tests thermal insulation tidal tie-in trench values wall thickness weld metal yield strength