DISCUSSIONS AND CLOSURES
Sep 1, 1996
Discussion: Reliability of Underground Pipelines Subject to Corrosion
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References
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Gerbault, M. (1985). “Calcul des canalisations circulaires semi-rigides.”Annales des l'Institut du Batiment et des Travaux Publics, 439 Série Théories et Méthodes de Calcul 278.
2.
Ingraffea, A. R., O'Rourke, T. D., Stewart, H. E., Behn, H. T. Barry, A., Crossley, C. W., and El-Gharbawi, S. L. (1991). Final Rep. Tech. Summary and Data Base for Guidelines for Pipelines Crossing Railroads and Highways. Gas Res. Inst., Transport and Storage Dept., Chicago, Ill.
3.
Prevost, R. C. (1990). “Flexible Pipe Design Revisited.”Proc., ASCE Pipeline Des. and Installation Conf., ASCE, New York, N.Y., 363–382.
4.
Prevost, R. C. (1995). “The strain equation—incidence on steel pipe design.”Adv. in Underground Pipeline Engrg., ASCE, New York, N.Y., 394–405.
5.
Prevost, R. C., and Kienow, K. K.(1994). “Basics of flexible pipe structural design.”J. Transp. Engrg., ASCE, 120(4), 652–673.
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Spangler, M. G. (1954). “Secondary stresses in buried high pressure lines.”Iowa State College Bull.: Engrg. Rep. 23, Engrg. Experiment Stn., LIII(29).
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Published In
Journal of Transportation Engineering
Volume 122 • Issue 5 • September 1996
Pages: 407 - 408
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Sep 1, 1996
Published in print: Sep 1996
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Robert C. Prevost, Member, ASCE
2402, Route des Vallettes, 06140 Tourrettes sur Loup, France.
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