Experimental response of a fusible PVC pipe with service connections to axial pullout

This paper investigates the axial pullout response of a fusible polyvinyl chloride (FPVC) main pipe with two service connections. A large-scale pullout experiment in dense sand was conducted to investigate the behaviour of service lines to axial pullout of the main pipe and the impact of service connections on the main pipe’s axial pullout resistance, axial force distribution, and moment distribution. The study assesses the response of both crosslinked polyethylene (PEX) and copper service lines as well as the role of goosenecks. Distributed fibre optic sensors (DFOS) have provided insight into the strain distributions along the main pipe and service lines. The experimental results have shown that service connections significantly increase the axial pullout resistance of the main pipe when compared to a previous test on an identical pipe without service connections. The movement of the service connections was found to reduce the earth pressure in a region behind the service connection. Hinging of the service saddles was observed to result in single curvature bending of the service lines. DFOS data along the main pipe has been used to approximate the individual load-displacement responses of the PEX and copper service connections.

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Publication Details

Journal
Tunnelling and Underground Space Technology
Published
2024-08-15
DOI
https://doi.org/10.1016/j.tust.2024.106018
Citations
1
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
Field-Weighted Citation Impact
0.26

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article

Experimental response of a fusible PVC pipe with service connections to axial pullout

Ian D. Moore, Joshua E. Woods, Neil A. Hoult, J. Matymish
1 citations
Tunnelling and Underground Space Technology
Geotechnical Engineering and Underground Structures
0.26
article

Experimental response of a fusible PVC pipe with service connections to axial pullout

Ian D. Moore, Joshua E. Woods, Neil A. Hoult, J. Matymish
article en
1 citations

Abstract

This paper investigates the axial pullout response of a fusible polyvinyl chloride (FPVC) main pipe with two service connections. A large-scale pullout experiment in dense sand was conducted to investigate the behaviour of service lines to axial pullout of the main pipe and the impact of service connections on the main pipe’s axial pullout resistance, axial force distribution, and moment distribution. The study assesses the response of both crosslinked polyethylene (PEX) and copper service lines as well as the role of goosenecks. Distributed fibre optic sensors (DFOS) have provided insight into the strain distributions along the main pipe and service lines. The experimental results have shown that service connections significantly increase the axial pullout resistance of the main pipe when compared to a previous test on an identical pipe without service connections. The movement of the service connections was found to reduce the earth pressure in a region behind the service connection. Hinging of the service saddles was observed to result in single curvature bending of the service lines. DFOS data along the main pipe has been used to approximate the individual load-displacement responses of the PEX and copper service connections.

Tunnelling and Underground Space TechnologyVol. 153
Queen's University (CA)
Government of Ontario, Transport Canada, Natural Sciences and Engineering Research Council of Canada, Social Sciences and Humanities Research Council of Canada
Affordable and clean energy
Openalex Percentile: Top 46%
Geotechnical Engineering and Underground Structures
0.26
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Experimental response of a fusible PVC pipe with service connections to axial pullout — Ian D. Moore, Joshua E. Woods, et al. · Tunnelling and Underground Space Technology (2024) | TGRS Research Map | TGRS