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 107
... interaction conditions for the lateral loading of pipelines . Limited control of the shear strength masked geometric effects ( trench width and burial depth ) on the interaction factors and desiccation affected the interpretation of ...
... interaction conditions for the lateral loading of pipelines . Limited control of the shear strength masked geometric effects ( trench width and burial depth ) on the interaction factors and desiccation affected the interpretation of ...
Page 111
... interaction factors from Test 1 and 2 are shown in Figure 8 along with the interaction curves of Rowe and Davis ( 1982 ) and Hansen ( ASCE , 1984 ) . The embedment ratio defined by Hansen ( 1961 ) is different from that used by Rowe and ...
... interaction factors from Test 1 and 2 are shown in Figure 8 along with the interaction curves of Rowe and Davis ( 1982 ) and Hansen ( ASCE , 1984 ) . The embedment ratio defined by Hansen ( 1961 ) is different from that used by Rowe and ...
Page 112
investigation of pipeline soil interaction . CONCLUSIONS AND FUTURE TESTING The interaction factors from the Phase II tests under comparable geometry are approximately one - half to one - third the value of those originally interpreted ...
investigation of pipeline soil interaction . CONCLUSIONS AND FUTURE TESTING The interaction factors from the Phase II tests under comparable geometry are approximately one - half to one - third the value of those originally interpreted ...
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