Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 39
Page 97
... geotechnical engineering practice at the present time . However , as new demands are placed on geotechnical practitioners where the present state - of - practice analytical techniques are inadequate , there is a gradual , and perhaps ...
... geotechnical engineering practice at the present time . However , as new demands are placed on geotechnical practitioners where the present state - of - practice analytical techniques are inadequate , there is a gradual , and perhaps ...
Page 98
... GEOTECHNICAL AND EXTERNAL LOAD HAZARDS ACTING ON A BURIED PIPELINE Most of the geotechnical and external load hazards that may impact the integrity of a buried pipeline and the associated design or operational decisions to address them ...
... GEOTECHNICAL AND EXTERNAL LOAD HAZARDS ACTING ON A BURIED PIPELINE Most of the geotechnical and external load hazards that may impact the integrity of a buried pipeline and the associated design or operational decisions to address them ...
Page 101
... geotechnical hazards facing a pipeline project , this paper deals with but two : slope instability and the presence of discontinuous permafrost . These two hazards will be discussed in more detail in the next section . Following hazard ...
... geotechnical hazards facing a pipeline project , this paper deals with but two : slope instability and the presence of discontinuous permafrost . These two hazards will be discussed in more detail in the next section . Following hazard ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
15 other sections not shown
Other editions - View all
Common terms and phrases
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