Technical Papers
Jun 20, 2017

Change in Toughness Parameters of Sewer Pipes Rehabilitated with Two Types of Epoxy CIPP Liners

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 8, Issue 4

Abstract

The main objective of the investigation was to evaluate the influence of the installation of two kinds of epoxy cured-in-place pipe (CIPP) liners (adhesive and independent) on the change in load capacity of concrete and vitrified clay pipes, and ring stiffness of polyvinyl chloride pipes. Adhesive liners stick to internal surfaces of the pipes, whereas independent liners do not stick to those. Load capacity and ring stiffness tests were carried out on samples made of pipes without liners (control samples) and those with liners. Pipe surface roughness was measured for control samples. Pull-off tests were performed on samples with adhesive liners. Mean liner thickness was determined for every sample with a liner. Results of the investigation show that change in load capacity or ring stiffness of the pipes with liners is positively correlated with adhesion strength between the pipe and the liner. Adhesion strength depends on the pipe internal surface roughness. The same load capacity or ring stiffness increase of the sewer pipes may be obtained by the installation of thinner adhesive or thicker independent liner. The results made it possible to determine adhesive liner thickness reducing coefficients.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

Our words of gratitude go to the personnel of the following companies: MC Bauchemie GmbH for preparation of the specimens with the adhesive liners and making the epoxy resin available, Unimark Sp. z o.o. for preparation of the specimens with the independent liners, Steinzeug—Keramo GmbH for making the vitrified clay (C1) pipes available, P.V. Prefabet Kluczbork S. A. for making the concrete (CO) pipes available, ZWK Marywil Sp. z o.o. for making the vitrified clay (C2 and C3) pipes available, Magnaplast Sp. z o.o. and Pipelife Polska S. A. for making the PVC pipes available and Insituform Linings Ltd. for making the polyester felt tubes and preliners available.

References

Abel, T. (2015). “Laboratory tests of pipelines reinforced with close-fit Trolining liner.” Arch. Civil Mech. Eng., 15(2), 427–435.
Adamczak, S. (2009). Pomiary geometryczne powierzchni. Zarysy kształtu, falistość i chropowatość [Geometrical surface measurements. Shape, waviness and roughness profiles], WNT, Warsaw, Poland, 151–205 (in Polish).
Allouche, E. N., et al. (2014). “A pilot study for retrospective evaluation of cured-in-place pipe (CIPP) rehabilitation of municipal gravity sewers.” Tunnelling Underground Space Technol., 39(1), 82–93.
Alzraiee, H., Bakry, I., and Zayed, T. (2014). “Controlled deflection testing of sewer pipes rehabilitated using cured-in-place pipe (CIPP) technique.” Proc., NASTT’s 2014 No-Dig Show, North American Society for Trenchless Technology, Cleveland, 1–10.
ASTM International (American Society for Testing and Materials). (2009). “Standard practice for rehabilitation of existing pipelines and conduits by the inversion and curing of a resin-impregnated tube.” ASTM F 1216-09, West Conshohocken, PA.
ATV-DVWK (German Association for Water, Wastewater and Waste). (2000). “Obliczenia statyczno-wytrzymałościowe dla rehabilitacji technicznej przewodów kanalizacyjnych przez wprowadzanie linerów lub metodą montażową. uzupełnienie do wytycznej DWA-DVWK A 127P [Static calculation for the rehabilitation of drains and sewers using lining and assembly procedures—Supplement to standard ATV-A 127P.” ATV-DVWK–M127-2P, Hennef, DE (in Polish).
Bakeer, R. M., Guice, L. K., Sever, V. F., and Boyd, G. R. (2005). “Fluid migration into lined pipelines.” Tunnelling Underground Space Technol., 20(5), 452–462.
Bakeer, R. M., and Sever, V. F. (2008). “Quantification of annular flow in lined pipelines.” Tunnelling Underground Space Technol., 23(6), 727–733.
Baldan, A. (2012). “Adhesion phenomena in bonded joints.” Int. J. Adhes. Adhes., 38(1), 95–116.
Boot, J. C., Javadi, A. A., and Toropova, I. L. (2004). “The structural performance of polymeric linings for nominally cylindrical gravity pipes.” Thin Walled Struct., 42(8), 1139–1160.
Boot, J. C., and Welch, A. J. (1996). “Creep buckling of thin-walled polymeric pipe linings subject to external groundwater pressure.” Thin Walled Struct., 24(3), 191–210.
Bosseler, B., Schluter, M., and Meyer, P. (2001). Study of the quality of sewer repair work performed using hose relining as an example, Institute for Underground Infrastructure, Gelsenkirchen, DE, 1–10.
CEN (European Committee for Standardization). (1991). “Vitrified clay pipe systems for drains and sewers: Test methods.” EN 295-3:1991, Brussels, Belgium.
CEN (European Committee for Standardization). (1999). “Products and systems for the protection and repair of concrete structures—Test methods—Measurement of bond strength by pull-off.” EN 1542:1999, Brussels, Belgium.
CEN (European Committee for Standardization). (2002). “Concrete pipes and fittings, unreinforced, steel fiber and reinforced.” EN 1916:2002, Brussels, Belgium.
CEN (European Committee for Standardization). (2007). “Thermoplastics pipes—Determination of ring stiffness.” EN ISO 9969:2007, Brussels, Belgium.
Davalos, J., Chen, A., Ray, I., and Levan, J. (2012). “Comprehensive study on using externally bonded FRP composites for the rehabilitation of reinforced concrete T-beam bridges.” J. Infrastruct. Syst., 89–102.
Ellison, D., et al. (2010). Global review of spray-on structural lining technologies, Water Research Foundation, Denver, 1–184.
Farhidzadeh, A., Dehghan-Niri, E., Zhong, Z., Salamone, S., Aref, A., and Filiatrault, A. (2014). “Post-earthquake evaluation of pipelines rehabilitated with cured-in-place lining technology using acoustic emission.” Constr. Build. Mater., 54(1), 326–338.
Gumbel, J. (2001). “New approach to design of circular liner pipe to resist external hydrostatic pressure.” Proc., Pipelines 2001: Advances in Pipelines Engineering and Construction, American Society of Civil Engineers, Pipeline Division, Reston, VA, 1–18.
Haas, C., Fowler, D., Conegliano, B., Wright, C., and Bauhan, T. (1995). “Evaluation of new underground infrastructure maintenance technologies.” J. Infrastruct. Syst., 204–213.
Harries, K. A., Sweriduk, M., and Stone, A. (2014a). “Design bases for intimately-bonded lining systems for buried concrete infrastructure.” Proc., NASTT’s 2014 No-Dig Show, North American Society for Trenchless Technology, Cleveland, 1–7.
Harries, K. A., Sweriduk, M., and Warren, D. (2014b). “Performance of spray-applied lining system subject to infiltration.” Tunnelling Underground Space Technol., 43(1), 389–397.
Insituform Linings Ltd. (2012). “Manufacturer guideline.” Wellingborough, U.K.
Insituform Technologies Ltd. (2016). “Insituform resin systems.” ⟨http://www.insituform.co.uk/content/116/insituform_resin_systems.aspx⟩ (Feb. 23, 2016).
Kapasi, S. I., and Hall, D. (2002). “Monitoring deflections of pipe liners under external water pressure during liner buckling experiments.” Proc., NASTT’s 2002 No-Dig Show, North American Society for Trenchless Technology, Cleveland, 1–13.
Karamanos, S. A., and Eleftheriadis, C. (2004). “Collapse of pressurized elastoplastic tubular members under lateral loads.” Int. J. Mech. Sci., 46(1), 35–56.
Kuliczkowski, A., Kubicka, U., and Parka, A. (2010). “The comparative analysis of standards used in Poland for trenchless rehabilitation of sewage pipes and the problems in design of resin liners.” Tunnelling Underground Space Technol., 25(6), 795–801.
Kuliczkowski, A., and Mogielski, K. (2013). “Results of laboratory tests of concrete, vitrified clay and PVC sewer pipes with CIPP liners.” Proc., NASTT’s 2013 No-Dig Show, North American Society for Trenchless Technology, Cleveland, 1–10.
Kuliczkowski, A., and Mogielski, K. (2014). “Wpływ instalacji prelinera w technologii CIPP na nośność rur betonowych [The influence of preliner used in CIPP technology on the load capacity of the concrete pipes].” Instal, 4, 69–75 (in Polish).
Kuliczkowski, A., and Mogielski, K. (2015). “The effect of glazing of vitrified clay pipes to load capacity growth of them after rehabilitation with CIPP liners.” Proc., Underground Infrastructure of Urban Areas 3, C. Madryas, et al., eds., Taylor & Francis Group, London, 73–84.
Law, M. T. C., and Moore, I. D. (2003). “Response of repaired sewers under earthloads.” Trans. Res. Board, 1845(1), 173–181.
Madryas, C., and Szot, A. (2003). “Structural sensitivity of circular sewer liner to geometrical imperfections.” Tunnelling Underground Space Technol., 18(4), 421–434.
Magnaplast Sp. z o.o. (2012). “Manufacturer guideline.” Lipniki Łużyckie, PL.
McAlpine, G. (2005). “Structural rehabilitation of egg-shaped brick sewers.” Proc., NASTT’s 2005 No-Dig Show, North American Society for Trenchless Technology, Cleveland, 1–8.
MC Bauchemie GmbH. (2011). “Manufacturer guideline.” Bottrop, DE.
Moore, I. D. (1998). “Tests for pipe liner stability: What we can and cannot learn.” Proc., North American No-Dig ‘98, North American Society for Trenchless Technology, Cleveland, 444–457.
Moore, I. D. (1999). “Performance limits for polimer sewer liners.” Proc., 52nd Canadian Geotechnical Conf., Canadian Geotechnical Society, Richmond, BC, 357–362.
Moore, I. D. (2005). “Buried infrastructure repair using liners. Construction techniques, structural and geotechnical issues.” Proc., 11th Int. Colloquium on Structural and Geotechnical Engineering, Ain Shams Univ., Cairo, EG, 1–10.
Pipelife Polska S. A. (2010). “Manufacturer guideline.” Krokowice, PL.
P.V. Prefabet Kluczbork S. A. (2012). “Manufacturer guideline.” Kluczbork, PL.
Rogers, C. D. F., and Knight, M. A. (2014). “The evolution of international trenchless technology research coordination and dissemination.” Tunnelling Underground Space Technol., 39(1), 1–5.
Steinzeug–Keramo GmbH. (2012). “Manufacturer guideline.” Frechen, DE.
Świt, G. (2001). “Korozja naprężeniowa kompozytu epoksydowo-szklanego stosowanego jako element wzmacniający konstrukcje budowlane [Strain corrosion of the epoxy-glass composite used as the reinforcing component of structures].” Ph.D. thesis, Kielce Univ. of Technology, Kielce, PL, 1–88 (in Polish).
Thépot, O. (2001). “Structural design of oval-shaped sewer linings.” Thin Walled Struct., 39(6), 499–518.
Thépot, O. (2004). “International comparison of methods for the design of sewer linings.” 3R Int., 43(8/9), 520–526.
Valéron Strength Films BVBA. (2011). “Manufacturer guideline.” Essen, BE.
WRC (Water Research Centre). (2001). Sewerage rehabilitation manual (SRM), 4th Ed., Swindon, U.K.
ZWK Marywil Sp. z o.o. (2010). “Manufacturer guideline.” Suchedniów, PL.

Information & Authors

Information

Published In

Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 8Issue 4November 2017

History

Received: Jun 30, 2016
Accepted: Mar 23, 2017
Published online: Jun 20, 2017
Published in print: Nov 1, 2017
Discussion open until: Nov 20, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Kamil Artur Mogielski [email protected]
Dr.Eng.
Assistant Professor, Dept. of Piped Utility Systems, Kielce Univ. of Technology, Faculty of Environmental, Geomatic and Energy Engineering, 25-432, Kielce, Poland (corresponding author). E-mail: [email protected]
Andrzej Kuliczkowski, Ph.D.
D.Sc.
Dr.Eng.
Professor, Dept. of Piped Utility Systems, Kielce Univ. of Technology, Faculty of Environmental, Geomatic and Energy Engineering, 25-432, Kielce, Poland.
Emilia Kuliczkowska, Ph.D.
Dr.Eng.
Assistant Professor, Dept. of Environmental Engineering and Pollution Control, Kielce Univ. of Technology, Faculty of Environmental, Geomatic and Energy Engineering, 25-432, Kielce, Poland.

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share