Technical Papers
Dec 21, 2015

Field Performance of In-Service Cast Iron Gas Reticulation Pipe Buried in Reactive Clay

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 7, Issue 2

Abstract

Field instrumentation of an in-service cast iron gas pipe buried in a residential area is detailed in this paper. The aim of the study was to monitor the long-term pipe behavior to understand the mechanisms of pipe bending in relation to ground movement as a result of seasonal fluctuation of soil moisture content. Field data showed that variation of soil temperature, suction, and moisture content are closely related to the prevailing climate. Change of soil temperature is generally related to the ambient air temperature, with a variation of approximately 3°C per meter depth from the ground surface in summer (decrease with depth) and winter (increase with depth). Seasonal cyclic variation in moisture content was observed with maxima in February and March, and a minimum around September. The pipe top was under tensile strain during summer and subsequently subjected to compressive strain as soil swelling occurred as a result of increase in moisture content. The study suggests that downward pipe bending occurs in summer because of soil shrinkage, while upward pipe bending occurs in winter when the soil swells.

Get full access to this article

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

Acknowledgments

This field instrumentation was conducted in cooperation with SP AusNet, one of the major industrial partners of the ARC Linkage project. The authors would like to express their appreciation to SP AusNet for their financial and in-kind support and assistance during this instrumentation. The authors would also like to thank the other partners: City West Water, Alinta Limited, Envestra Limited, South East Water, Water Corporation, Ipswich Water, CSIRO, and Queen’s University (Canada) for their financial and in-kind support through this project. Finally, the authors would like to acknowledge the Australian Research Council (ARC) for being the main financial contributor to this project. The authors also acknowledge with thanks the help of Scott Gould, Kok Yun Lee, and Ben Shannon during the field instrumentation.

References

ASTM. (2008). “Standard test method for one-dimensional swell or settlement potential of cohesive soils.” ASTM D4546-08, West Conshohocken, PA.
Chan, D. (2008). “Performance of water and gas pipes buried in reactive soil.” Master of Engineering Science, Dept. of Civil Engineering, Monash Univ., Melbourne, Australia.
Clayton, C. R. I., Xu, M., Whiter, J. T., Ham, A., and Rust, M. (2010). “Stresses in cast-iron pipes due to seasonal shrink-swell of clay soils.” Proc. Inst. Civ. Eng.: Water Manage., 163(3), 157–166.
Fredlund, D. G., and Xing, A. (1994). “Equations for the soil-water characteristic curve.” Can. Geotech. J., 31(4), 521–532.
Gallage, C., Kodikara, J. K., Chan, D., and Davis, P. (2008). “A comparison of the results of the numerical analysis and the physical behavior of a pipe buried in reactive clay.” 12th Int. Conf. of Int. Association for Computer Methods and Advances in Geomechanics (IACMAG), International Association for Computer Methods and Advances in Geomechanics (IACMAG), 1276–1284.
Gould, S., and Kodikara, J. K. (2008). “Exploratory statistical analysis of water reticulation main failures.”, Monash Univ., Melbourne, Australia.
Gould, S., and Kodikara, J. K. (2009). “Exploratory statistical analysis of gas reticulation main failures.”, Monash Univ., Melbourne, Australia.
Hu, Y., and Vu, H. Q. (2011). “Analysis of soil conditions and pipe behaviour at a field site.” Can. Geotech. J., 48(6), 847–866.
Ibrahimi, F. (2005). “Seasonal variations in water main breaks due to climate variability and ground movement.” Proc., Australian Water (Ozwater) Conf., Australian Water Association, NSW, Australia, 28–35.
ICT. (2007). “Soil science instrumentation.” Melbourne, Australia.
Kassiff, G., and Holland, J. E. (1965). “The behaviour of pipes buried in expansive clays. III: Field study of bedding of asbestos-cement pipes in Dooen clays.” State Rivers and Water Supply Commission, Melbourne, Australia.
Kassiff, G., and Holland, J. E. (1966). “The expansive properties of Dooen clays as applied to buried pipes.” Civil Eng. Trans. Inst. Eng., 8(2), 133–142.
Kassiff, G., and Zeitlin, J. G. (1962). “Behaviour of pipes buried in expansive clays.” J. Soil Mech. Found. Div., 88(2), 132–148.
Loggernet 3.0 [Computer software]. Campbell Scientific, UT.
Nelson, J. D., Reichler, D. K., and Cumbers, J. M. (2006). “Parameters for heave prediction by oedometer tests.” Proc., 4th Int. Conf. on Unsaturated Soils, ASCE, Carefree, AZ, 951–961.
Standards Australia. (2011). “Residential slabs and footings.” AS2870, Sydney, Australia.

Information & Authors

Information

Published In

Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 7Issue 2May 2016

History

Received: Dec 14, 2014
Accepted: Sep 11, 2015
Published online: Dec 21, 2015
Published in print: May 1, 2016
Discussion open until: May 21, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Researcher, Dept. of Civil Engineering, Monash Univ., Melbourne, VIC 3800, Australia (corresponding author). E-mail: [email protected]
Senior Lecturer, Dept. of Civil Engineering and Construction Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia. E-mail: [email protected]
J. Kodikara [email protected]
Professor, Dept. of Civil Engineering, Monash Univ., Melbourne, VIC 3800, Australia. E-mail: [email protected]
Senior Lecturer, School of Urban Development, Queensland Univ. of Technology, Brisbane, QLD 4001, Australia. E-mail: [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.

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