ABSTRACT

Often, the decision on whether selecting a structural over a non-structural pipe lining option during trenchless design is based on dead and live load requirements, which results only in differences in liner thickness. But other factors, like the proper liner material mechanical properties, are also important where pressure cycles, vibrations, and surge pressures play an important role. In general, the differences in material mechanical properties between structural and non-structural solutions are not considered during liner design. Therefore, the general liner design methodology can be improved when the often-unexplored material mechanical properties are considered. Data from tensile testing allow for interpretation of often unexplored advantages of liner materials made with different material formulations. The complete range of material characteristics discernible in tensile stress-strain curves is explained and discussed for different materials. The basis for a decision support system for liner design is presented.

Get full access to this article

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

REFERENCES

Acharya, P., Ebrahimian, H., and Moustafa, M. A. (2022). Behavior Study of Commercial Polyurea under Monotonic, Rate Dependent, Cyclic, and Fatigue Tensile Loading for Potential Structural Applications.
ASTM. (2019). F1216 - Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube.
ASTM. (2022). D638-22 Standard Test Method for Tensile Properties of Plastics. American Society for Testing and Materials.
AWWA (American Water Works Association). (2002). M23 PVC pipe - design and installation. (Second Edition). American Water Works Association.
Burn, S., Davis, P., and Schiller, T. (2005). Long-term performance prediction for PVC pipes. American Water Works Association.
Callister, W. D. (2017). Materials Science and Engineering An Introduction (Seventh Edition). John Wiley & Sons, Inc.
Freudenthal, A., Garretts, J., and Shinozuka, M. (1966). The Analysis of Structural Safety. Journal of the Structural Division, 92(1).
Kaur, K., Ghalambor, S., Najafi, M., Jibreen, A., and Arjun, M. (2022). Testing and Evaluation of a Hybrid Polyurea Spray Applied Pipe Lining for Structural Applications. ASCE UESI Pipelines 2022, 0–1.
Kaur, K., Ghalambor, S., and Najafi, M. (2022). Evaluation of Hybrid Polyurea Spray Applied Pipe Lining for Structural Pipe Rehabilitation. North American Society for Trenchless Technology. No-Dig 2022.
Mamlouk, M. S., and Zaniewski, J. P. (2011). Materials for Civil and Construction Engineers (Third Edition). McGraw Hill.
Najafi, M., Gokhale, S., Calderón, D., and Ma, B. (2022). Trenchless Technology Pipeline and Utility Design, Construction and Renewal (2nd Edition). McGraw Hill.
Najafi, M., Yu, X., Kouchesfehani, Z., Tehrani, A., Korky, S., Serajiantehrani, R., Raut, S., Kampbell, E., and Osborn, L. (2021). Structural Design Methodology for Spray Applied Pipe Liners in Gravity Storm Water Conveyance Conduits. Ohio Department of Transportation (ODOT). FHWA/OH-2021/10.
Salem, O., Salman, B., Najafi, M., Moawad, A., and Calderón, D. (2008). Use of trenchless technologies for a comprehensive asset management of culverts and drainage structures. In Project 07-15. https://doi.org/10.1061/41138(386)102.
Sanoja, G. E., Morelle, X. P., Comtet, J., Joshua Yeh, C., Ciccotti, M., and Creton, C. (2021). Why is mechanical fatigue different from toughness in elastomers? The role of damage by polymer chain scission. Science Advances, 7(42).
Stanko, M., and Lehmenkühler, P. (2021). Determination of Strain Limits for Dimensioning Polyurethane Components. Polymers, 13(3198).
Uni-Bell PVC Pipe Association. (2012). Handbook of PVC Pipe Design and Construction (Fifth Edit). Uni-Bell PVC Pipe Association.
Velásquez, J. (2021). Evaluation of the mechanical properties of Cured-In-Place Pipe (CIPP) lining used for the rehabilitation of wastewater pipelines. Xavierian Pontifical University.
WIS. (1999). IGN 4-37-02 Design Against Surge and Fatigue Conditions for Thermoplastic Pipes (pp. 1–12). UK Water Industry.
Yu, X., Riahi, E., Entezarmahdi, A., Najafi, M., and Sever, V. F. (2016). Experimental and Numerical Analyses of Strength of Epoxy-Coated Concrete under Different Load Configurations. Journal of Pipeline Systems Engineering and Practice, 7(2), 1–10.

Information & Authors

Information

Published In

Go to Pipelines 2023
Pipelines 2023
Pages: 276 - 284

History

Published online: Aug 10, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Diego R. Calderón, M.ASCE [email protected]
P.E.
1Ph.D. Student, Dept. of Civil Engineering, Center for Underground Infrastructure Research and Education, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]
Kawalpreet Kaur, M.ASCE [email protected]
2Ph.D. Student, Dept. of Civil Engineering, Center for Underground Infrastructure Research and Education, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]
Mohammad Najafi, Ph.D. [email protected]
P.E.
3Professor and Director, Dept. of Civil Engineering, Center for Underground Infrastructure Research and Education, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]

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.

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 Paper
$35.00
Add to cart
Buy E-book
$108.00
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 Paper
$35.00
Add to cart
Buy E-book
$108.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share