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 211
... surfaces : the Roscoe surface , ABCD , and the Hvorslev surface , BCC'B ' . A state of a soil is only possible when located on or below the state surface defined by the two surfaces . The projection of the critical state line onto the ...
... surfaces : the Roscoe surface , ABCD , and the Hvorslev surface , BCC'B ' . A state of a soil is only possible when located on or below the state surface defined by the two surfaces . The projection of the critical state line onto the ...
Page 235
... surface conditions . We used to believe that abrasive cleaning to a White or Near White Blast quality would produce a paintable surface . We were wrong ! The ill effects of chloride contamination were widely publicised by the British ...
... surface conditions . We used to believe that abrasive cleaning to a White or Near White Blast quality would produce a paintable surface . We were wrong ! The ill effects of chloride contamination were widely publicised by the British ...
Page 541
... surface very difficult . The advantages are low weather sensitivity , relatively low cost because a DP surface vessel is not necessary , and deep water operation . AUV - mode In the true AUV - mode the AUV has no on - line contact with ...
... surface very difficult . The advantages are low weather sensitivity , relatively low cost because a DP surface vessel is not necessary , and deep water operation . AUV - mode In the true AUV - mode the AUV has no on - line contact with ...
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