DISCUSSIONS AND CLOSURES
Sep 1, 1989
Discussion of “Behavior and Design of Buried Very Flexible Plastic Pipes” by Jey K. Jeyapalan, S. Wesley Ethiyajeevakaruna, and Bruce A. Boldon (November, 1987 Vol. 113, No. 6)
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VIEW THE REPLYAuthor: S. Bar‐ShlomoAuthor Affiliations
Publication: Journal of Transportation Engineering
Volume 115, Issue 5
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References
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Watkins, R. K., and Spangler, M. G. (1958). “Some characteristics of the modulus of passive resistance of soil: A study in similitude.” Highway Res. Board Proceedings.
2.
Spangler, M. G. (1956). “Stresses in pressure pipelines and protective casing pipes.” J. Struct. Div., ASCE, 82(5).
3.
Galili, N., Shmulevich, I., and Bar‐Shlomo, S. (1985). “FRP pipe/soil interaction.” Final Report, Project No. 150‐501, Technion, Israel Inst. of Tech., June.
4.
Knight, G. K., and Moser, A. P. (1983). “The structural response of fiberglass reinforced plastic pipe under earth load.” Mederano, S. B., and Moser, A. P. Buried Streets. Lab., Utah State Univ.
5.
Bar‐Shlomo, S. (1987). “Theoretical and experimental values of strain factors.” 3R International, Heft 10, Dec., 669–674.
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Copyright © 1989 ASCE.
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Published online: Sep 1, 1989
Published in print: Sep 1989
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S. Bar‐Shlomo
Consultant, 49 Jabotinsky St. 22386 Nahariya, Israel
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