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 92
Page 225
A SOIL RESISTANCE MODEL FOR PIPELINES PLACED ON CLAY SOILS Richard Verley STATOIL Trondheim Norway Kjell M. Lund SINTEF Trondheim Norway PU ( 0 /. 1995 OMAE - Volume V , Pipeline Technology ASME 1995 ABSTRACT This paper describes a pipe - ...
A SOIL RESISTANCE MODEL FOR PIPELINES PLACED ON CLAY SOILS Richard Verley STATOIL Trondheim Norway Kjell M. Lund SINTEF Trondheim Norway PU ( 0 /. 1995 OMAE - Volume V , Pipeline Technology ASME 1995 ABSTRACT This paper describes a pipe - ...
Page 228
... soil bearing capacity . The parameter G expresses the relative importance of the soil resistance due to soil shear strength and due to the weight of soil to be moved . In clay soils the soil resistance is determined more by the weight of ...
... soil bearing capacity . The parameter G expresses the relative importance of the soil resistance due to soil shear strength and due to the weight of soil to be moved . In clay soils the soil resistance is determined more by the weight of ...
Page 595
... soil is not a significant factor due to the limited temperature differential between the pipeline gas flowing in the pipeline and the temperature of the surrounding soil . Geothermal influences were also identified as possibly having ...
... soil is not a significant factor due to the limited temperature differential between the pipeline gas flowing in the pipeline and the temperature of the surrounding soil . Geothermal influences were also identified as possibly having ...
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