DISCUSSIONS AND CLOSURES
Jan 1, 1992
Discussion of “Pipe/Soil Stiffness Ratio Effect on Flexible Pipe Buckling Threshold” by Kenneth K. Kienow and Robert C. Prevost (March, 1989, Vol. 115, No. 2)
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References
1.
Chau, M., Chua, K. M., and Lytton, R. L. (1989). “Stability analysis of flexible pipes: A simplified biaxial buckling equation.” Presented to 68th Annual Meeting, Transportation Research Board, Washington, D.C.
2.
Chua, K. M., and Petroff, L. J. (1988). “Predicting performance of large‐diameter buried flexible pipes: Learning from case histories.” Proc. 2nd Int. Conf. on Case Histories in Geotech, Engrg., University of Missouri‐Polla, 1417–1420.
3.
Glascock, B., and Cagle, L. (1982). “Recommendations for elastic buckling design requirements for buried flexible pipe.” Proc. AWWA Annual Conference: Better Water for the Americas, Part 1, American Water Works Association.
4.
Petroff, L. J. (1984). “Performance of low stiffness plastic pipe in stiff soils.” Proc. Pipeline Materials and Design, ASCE, 24–35.
5.
Watkins, R. E., Szpak, E., and Altaian, W. B. (1974). Structural design of PE pipes subject to external loads. Engrg. Experimental Station, Utah State Univ., Logan, Utah.
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Copyright © 1992 ASCE.
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Published online: Jan 1, 1992
Published in print: Jan 1992
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Larry J. Petroff, Associate Member, ASCE
Engrg. Supervisor, Spirolite Corp., 4094 Blue Ridge Industrial Parkway, Norcross, GA 30071
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