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 85
performed on the rainfall and movement data to evaluate the validity of a linear relationship between precipitation and slope movement . A scatter plot of the precipitation and slope movement data from various slope indicators is shown ...
performed on the rainfall and movement data to evaluate the validity of a linear relationship between precipitation and slope movement . A scatter plot of the precipitation and slope movement data from various slope indicators is shown ...
Page 209
... movements are considered in ideal undrained and ideal drained analysis , respectively , which represent the two extreme boundaries with respect to rate of loading ( rate of ground movement ) . The analyses address a typical full - scale ...
... movements are considered in ideal undrained and ideal drained analysis , respectively , which represent the two extreme boundaries with respect to rate of loading ( rate of ground movement ) . The analyses address a typical full - scale ...
Page 214
... movement . Figs . 6a and 7a correspond to rapid ground movement and Figs . 6b and 7b correspond to slow ground movement . Similarly , from CRISP analysis , Figs . 8 and 9 present nodal point movement resulting from 50 mm and 150 mm ...
... movement . Figs . 6a and 7a correspond to rapid ground movement and Figs . 6b and 7b correspond to slow ground movement . Similarly , from CRISP analysis , Figs . 8 and 9 present nodal point movement resulting from 50 mm and 150 mm ...
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