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 Lss = 0.9 2Ipon 9maxD 14 Lss I = critical span length due to static stress = = p qmax = D pipe second moment of area factor in ...
... critical span length . The critical span length corresponding with this criterion is computed from : where Lss = 0.9 2Ipon 9maxD 14 Lss I = critical span length due to static stress = = p qmax = D pipe second moment of area factor in ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength