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 59
Page 107
... subjected to lateral soil movement . The programme results are discussed and compared with current pipeline / soil interaction analysis methods . INTRODUCTION When a buried pipeline is subjected to ground movements such as a landslide ...
... subjected to lateral soil movement . The programme results are discussed and compared with current pipeline / soil interaction analysis methods . INTRODUCTION When a buried pipeline is subjected to ground movements such as a landslide ...
Page 225
... subjected to hydrodynamic forces from waves and / or currents . Data has been collected from a number of large and small scale laboratory tests and from numerical analysis and is used to develop models based on non - dimensional groups ...
... subjected to hydrodynamic forces from waves and / or currents . Data has been collected from a number of large and small scale laboratory tests and from numerical analysis and is used to develop models based on non - dimensional groups ...
Page 231
... subjected to forces representative of hydrodynamic forces from current and irregular waves . The large range of soil parameters covered in these tests and the considerable differences in forcing between the irregular wave- like force ...
... subjected to forces representative of hydrodynamic forces from current and irregular waves . The large range of soil parameters covered in these tests and the considerable differences in forcing between the irregular wave- like force ...
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