DISCUSSIONS AND CLOSURES
Mar 1, 1997
Discussion and Closure: Basics of Flexible Pipe Structural Design
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VIEW THE ORIGINAL ARTICLEAuthors: Ian D. Moore, Member, ASCE, R. C. Prevost, Member, ASCE, and K. K. Kienow, Member, ASCEAuthor Affiliations
Publication: Journal of Transportation Engineering
Volume 123, Issue 2
0733-947X(1997)123:2(169)/asset/9e4a3c4d-f2ce-4cb4-8f01-a68134b72b47/assets/(asce)0733-947x(1997)123:2(169).fp.png)
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References
1.
Falter, B. (1980). “Critical loads for circular cylindrical structures with one-sided elastic support (grenzlasten von einseitig elastisch gebetteten kreiszylindrischen konstructionen).” Bauingenieur, 55(10), 381–390 (in German).
2.
Hashash, N. (1995). “Design and analysis of deeply buried polyethylene drainage pipes,” PhD dissertation, Univ. of Massachussetts, Amherst, Mass.
Information & Authors
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Published In
Journal of Transportation Engineering
Volume 123 • Issue 2 • March 1997
Pages: 169 - 170
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published online: Mar 1, 1997
Published in print: Mar 1997
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Authors
Affiliations
Ian D. Moore, Member, ASCE
Prof. of Civ. Engrg., Geotech. Res. Ctr., Facu. of Engrg. Sci., The Univ. of Western Ontario, London, Ontario N6A 5B9, Canada.
R. C. Prevost, Member, ASCE
P. E.
Dr., Ir. 2402 Route des Vallettes, 06140, Tourrettes sur Loup, France.
K. K. Kienow, Member, ASCE
P. E.
Pres., Kienow Associates, P.O. Box 121110, Big Bear Lake, CA 92315-8149.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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