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 62
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
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