Buckling Behavior of Polyethylene Liner System
Publication: Journal of Materials in Civil Engineering
Volume 8, Issue 4
Abstract
A lining system for pipeline rehabilitation uses the method of deforming then reforming a conventional polyethylene pipe to allow installation inside an existing pipe. The liner pipe can be structurally designed as a flexible pipe using existing field and operating conditions. One of the important design factors is its wall buckling under short-term external loads, such as those resulting from floods, sudden increase of soil pressure, or sudden drop in internal pressure. This paper examines some of the buckling formulas introduced by various researchers, and proposes a simplified design methodology based on experimental research for estimating critical buckling pressure under short-term external loads. Considerations are given in this method to liner thickness, diameter, standard dimension ratio (SDR), and stresses induced by manufacturing and installation processes.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Allman, W. B. (1975). “Operating sections proceedings.”Proc., Operating Section Catalog No. X-50875, Am. Gas Assoc., Arlington, Va.
2.
Allman, W. B. (1977). Proc., Plastic Pipe Inst. Annu. Meeting, Plastics Pipe Inst., Washington, D.C.
3.
Bakeer, R. M., and Barber, M. E. (1993). “Evaluation of U-liner technology for trenchless sewer rehabilitation system.”Tech. Rep. Prepared for LEQSF, Dept. of Civ. and Envir. Engrg., Tulane Univ., New Orleans, La.
4.
Bakeer, R. M., and Barber, M. E. (1995). “Evaluation of U-liner technology for trenchless sewer rehabilitation system.”Tech. Rep. Prepared for LEQSF, Dept. of Civ. and Envir. Engrg., Tulane Univ., New Orleans, La.
5.
Existing sewer evaluation and rehabilitation. (1994). ASCE, New York, N.Y., Manuals and Reports on Engineering Practice No. 62.
6.
Falter, B. (1995). “Sanierung von abwasses kanaelen duich Relining.”Hochschulkolleg fuer Iugenieure, Aufbukurs am 15.02, Inst. fur Rohrleitungsbau an der Fachhochschule, Oldenburg, Germany.
7.
Jenkins, C. F., and Kroll, A. E. (1981). “External hydrostatic loading of polyethylene pipe.”Proc., Int. Conf. on Underground Plastic Pipe, ASCE, New York, N.Y., 527–541.
8.
Marks, L. S. (1930). Mechanical engineer's handbook, 3rd Ed., McGraw-Hill Book Co., Inc., New York, N.Y., 432.
9.
Meyerhof, G. G., and Baike, L. D. (1963). “Strength of steel culverts sheets bearing against compacted sand back fill.”Hwy. Res. Rec., Vol. 30, Hwy. Res. Board, Nat. Acad. of Sci., Nat. Res. Council, Washington, D.C., 1–19.
10.
Moser, A. P. (1990). Buried pipe design . McGraw-Hill Book Co., Inc., New York, N.Y.
11.
Oberbach. (1994). “Kunststoffkennwirte fuer konstrukteure.”Sichere ver-und Entsorgung durch Rohrleitungen, Schriftenreihe ausdem, Inst. fur Rohrleitungsbau an der Fachhochschule, Oldenburg, Germany.
12.
Szpak, E. (1981). “Polyethylene pipe subjected to external pressure.”Proc., Int. Conf. on Underground Plastic Pipe, ASCE, New York, N.Y., 373–384.
13.
Timoshenko, S. (1936). Theory of elastic stability . McGraw-Hill Book Co., Inc., New York, N.Y.
Information & Authors
Information
Published In
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Nov 1, 1996
Published in print: Nov 1996
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.