Determination of Design Coefficients for New Polyethylene Pipes Used in the Rehabilitation of Old Pipelines
Publication: Journal of Pipeline Systems Engineering and Practice
Volume 10, Issue 4
Abstract
The paper deals with an extension of a German advisory leaflet, which deals with static calculations for the rehabilitation of drains and sewers using lining and assembly procedures. Such procedures include, for example, pipe-lining technologies. For the structural analysis of new pipes, the advisory leaflet uses coefficients for the determination of internal forces and deformations. The coefficients were obtained based on certain assumptions and with the aid of nonlinear calculations. These assumptions place limitations on the practical design process in some cases. This especially concerns the use of different materials for new pipes, as well as geometrical imperfections in new and old pipes. Therefore, new coefficients were determined that are suitable for use in the practical design of new pipes made of polyethylene. Nonlinear analyses were performed using the finite-element method (FEM). In addition, a comparison of the German advisory leaflet and an American standard was performed.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This paper has been prepared under project No. LO1408 “AdMaS UP—Advanced Materials, Structures and Technologies”, supported by the Ministry of Education, Youth and Sports of the Czech Republic under “National Sustainability Programme I”.
References
ASTM. 2009. Standard practice for rehabilitation of existing pipelines and conduits by the inversion and curing of a resin-impregnated tube. ASTM F1216. West Conshohocken, PA: ASTM.
ASTM. 2014. Standard practice for rehabilitation of existing sewers and conduits with deformed polyethylene (PE) liner. ASTM F1606-05. West Conshohocken, PA: ASTM.
ATV-DVWK (Allgemeine Technische Vertragsbedingungen-Deutscher Verband für Wasserwirtschaft und Kulturbau). 2000. Part 2: Static calculation for the rehabilitation of drains and sewers using lining and assembly procedures. ATV-M 127E. Hennef, Germany: ATV-DVWK.
Boot, J. C., Z. W. Guan, and I. Toropova. 1996. “The structural performance of thin-walled polyethylene pipe linings for the renovation of water mains.” Supplement, Tunnelling Underground Space Technol. 11 (S1): 37–51. https://doi.org/10.1016/0886-7798(95)00038-0.
Boot, J. C., and J. E. Gumbel. 1998. “Structural analysis of sewer linings by B. Falter.” Supplement, Tunnelling Underground Space Technol. 12 (S1): 49–52. https://doi.org/10.1016/S0886-7798(98)00033-9.
Brown, M. J. P., I. D. Moore, and A. Fam. 2014. “Performance of a cured-in-place pressure pipe liner passing through a pipe section without structural integrity.” Tunnelling Underground Space Technol. 42 (May): 87–95. https://doi.org/10.1016/j.tust.2014.01.005.
DVS (Deutscher Verband für Schweißen). 2014. Vol. 4 of Technical codes on plastics joining technologies. 2015 ed. Düsseldorf, Germany: DVS Media GmbH.
EN (European Standard). 1999. Characteristic values for welded thermoplastics constructions—Determination of allowable stresses and moduli for design of thermoplastics equipment. EN 1778. London: British Standards Institution.
Falter, B. 1996. “Structural analysis of sewer linings.” Tunnelling Underground Space Technol. 11 (2): 27–41. https://doi.org/10.1016/S0886-7798(97)00020-5.
Falter, B. 2001. “Structural design of linings.” In Proc., Underground Infrastructure Research: Municipal, Industrial and Environmental Applications, 49–58. Washington, DC: Transportation Research Board.
Falter, B. 2004. Lining stability: An analysis of damaged sewers. New Orleans, LA: North American Society for Trenchless Technology.
Falter, B., and S. Fingerhut. 2011. “Wall thickness required for sewer linings.” In Proc., Int. No-Dig Conf. London: The International Society for Trenchless Technology.
Falter, B., and H. Hain. 1977. Zum stabilitätsproblem des starr oder elastisch gebetteten kreisringes infolge gleichmäßiger temperaturerhöhung. Hannover, Germany: Pflüger-Festschrift, TU Hannover.
Falter, B., and M. Wolters. 2008. Mindestüberdeckung und belastungsansätze für flach überdeckte abwasserkanäle (MIBAK). Münster, Germany: Fachhochschule Münster.
Frank, A., W. Freimann, G. Pinter, and R. W. Lang. 2009. “A fracture mechanics concept for the accelerated characterization of creep crack growth in PE-HD pipe grades.” Eng. Fract. Mech. 76 (18): 2780–2787. https://doi.org/10.1016/j.engfracmech.2009.06.009.
Glock, D. 1977. “Überkritisches verhalten eines starr ummantelten kreisrohres bei wasserdruck von aussen und temperaturerhöhung.” Der Stahlbau 46 (7): 212–217.
Gumbel, J. 2001. “New approach to design of circular liner pipe to resist external hydrostatic pressure.” In Proc., Pipeline Division Specialty Conf. Reston, VA: ASCE.
Law, T., and I. Moore. 2003. “Response of repaired sewers under earth loads.” Transp. Res. Rec. 1845 (1): 173–181. https://doi.org/10.3141/1845-19.
Moore, D., and C. Zhang. 1998. “Nonlinear predictions for HDPE pipe response under parallel plate loading.” J. Transp. Eng. 124 (3): 286–292. https://doi.org/10.10.1061/(ASCE)0733-947X(1998)124:3(286).
Najafi, M. 2005. Trenchless technology: Pipeline and utility design, construction, and renewal. 1st ed. New York: McGraw-Hill Education.
Osswald, T., and G. Menges. 2003. Materials science of polymers for engineers. 2nd ed. Munich, Germany: Carl Hanser.
Thepot, O. 2004. International comparison of methods for the design of sewer linings. Essen, Germany: Vulkan-Verlag GmbH.
Information & Authors
Information
Published In
Copyright
©2019 American Society of Civil Engineers.
History
Received: Aug 26, 2017
Accepted: Feb 12, 2019
Published online: Jul 25, 2019
Published in print: Nov 1, 2019
Discussion open until: Dec 25, 2019
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.