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 108
... shown ( e.g. Schofield , 1980 ) to be a useful tool when modelling gravity dependent phenomena . Centrifugal ... shown in Figure 2. The central section of the strongbox contains the clay retained between two adjustable bulkheads . Four ...
... shown ( e.g. Schofield , 1980 ) to be a useful tool when modelling gravity dependent phenomena . Centrifugal ... shown in Figure 2. The central section of the strongbox contains the clay retained between two adjustable bulkheads . Four ...
Page 214
... shown in Table 1. The parameters assigned here do not represent a specific soil and serve as an illustration example . The OCR values used in the analysis is relatively low and one would expect much higher overconsolidation ratio for ...
... shown in Table 1. The parameters assigned here do not represent a specific soil and serve as an illustration example . The OCR values used in the analysis is relatively low and one would expect much higher overconsolidation ratio for ...
Page 405
... shown in Figs . 7 and 8 . For the pressurized pipe , the maximum circumferential stress increases from 429 MPa to 548 MPa while the load increases from 70 kN to 468 kN . The corresponding contribution of local stress increases from 43.5 ...
... shown in Figs . 7 and 8 . For the pressurized pipe , the maximum circumferential stress increases from 429 MPa to 548 MPa while the load increases from 70 kN to 468 kN . The corresponding contribution of local stress increases from 43.5 ...
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