Technical Papers
Jun 15, 2012

Large-Scale Quantification of Wrinkles in a Smooth Black HDPE Geomembrane

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 6

Abstract

Wrinkles are buckles or waves that develop from restrained thermal expansion when the geomembrane is left exposed to solar heating. Wrinkles can substantially reduce the effectiveness of the geomembrane as a hydraulic barrier if a hole is at or near a wrinkle, depending on the number, length, and width of wrinkles. Low altitude aerial photography and digital image analysis are used to quantify the nature and extent of wrinkles that developed over one hot and sunny day in a smooth, black, 1.5-mm-thick high-density polyethylene (HDPE) geomembrane over a 55 m by 140 m area. Wrinkles were found to significantly vary over the course of the day, increasing from the fewest wrinkles in the morning to a maximum just after noon before decreasing toward the late afternoon. For the specific conditions examined, wrinkles were found to occupy 3%, 21%, and 7% of the entire area surveyed at 8:45, 12:25, and 17:15, respectively. Connections between adjacent wrinkles were observed to create significant interconnected wrinkle features greater than 2,000 m long. The shortest maximum interconnected wrinkle feature of 80m/ha was measured at 8:45 while the longest such feature was 6,600m/ha at 1345. The observations and results provide data to support the approach that limiting the time of day when cover is placed on geomembrane can be effective at reducing the extent of wrinkling.

Get full access to this article

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

Acknowledgments

This work was funded by the Natural Sciences and Engineering Research Council of Canada through a Strategic Project Grant in partnership with the Ontario Ministry of the Environment, Terrafix Geosynthetics Inc., Solmax International Inc., AECOM, AMEC Earth and Environmental, Golder Associates, CTT Group, and Dr. Grace Hsuan from Drexel University. The assistance of Dr. Frank Barone in arranging access to the site is gratefully acknowledged. Mr. Sébastien Huard assisted with the field work. The Centre for Atmospheric Research Experiments at Environment Canada and Nicole Shantz at the University of Toronto provided the solar radiation data.

References

Averesch, U., and Schicketanz, R. (1998). “Installation procedure and welding of geomembranes in the construction of composite landfill liner systems: The fixing berm construction method.” Proc., 6th Int. Conf. Geosynthetics, 307–313.
Bonaparte, R., Daniel, D., and Koerner, R. M. (2002). “Assessment and recommendations for improving the performance of waste containment systems.” Environmental Protection Agency Rep., Co-operative Agreement Number CR-821448-01-0, Cincinnati, OH.
Brachman, R. W. I., and Gudina, S. (2008). “Geomembrane strains and wrinkle deformations in a GM/GCL composite liner.” Geotext. Geomembr., 26(6), 488–497.
Chappel, M. J., Brachman, R. W. I., Take, W. A., and Rowe, R. K. (2007). “Development of a low-altitude aerial photogrammetry technique to quantify geomembrane wrinkles.” Proc., Geosynthetics 2007, 293–300.
El-Zein, A., and Rowe, R. K. (2008). “Impact on groundwater of concurrent leakage and diffusion of DCM through geomembranes in landfill liners.” Geosynth. Int.GINTFD, 15(1), 55–71.
Giroud, J. P. (2005). “Quantification of geosynthetic behavior.” Geosynth. Int., Special Issue, Giroud LecturesGINTFD, 12(1), 2–27.
Giroud, J. P., and Bonaparte, R. (2001). “Geosynthetics in liquid-containing structures.” Chapter 26, Geotechnical and Geoenvironmental Engineering Handbook, Kluwer Academic, Norwell, MA, 789–824.
Gudina, S., and Brachman, R. W. I. (2006). “Physical response of geomembrane wrinkles overlying compacted clay.” J. Geotech. Geoenviron. Eng.JGGEFK, 132(10), 1346–1353.
Koerner, G. R., Eith, A. W., and Tanese, M. (1999). “Properties of exhumed HDPE field waves.” Geotext. Geomembr., 17(4), 247–261.
Koerner, R. M. (1998). Designing with geosynthetics, 4th Ed., Prentice Hall, Upper Saddle River, NJ.
Koerner, R. M. (2002). “Appendix A: Behavior of waves in high density polyethylene geomembranes.” Environmental Protection Agency Rep., Co-operative Agreement Number CR-821448-01-0, Cincinnati, OH.
Müller, W. (2007). HDPE geomembranes in geotechnics, Springer-Verlag, Berlin Heidelberg.
Pelte, T., Pierson, P., and Gourc, J. P. (1994). “Thermal analysis of geomembranes exposed to solar radiation.” Geosynth. Int.GINTFD, 1(1), 21–44.
Rowe, R. K. (1998). “Geosynthetics and the minimization of contaminant migration through barrier systems beneath solid waste.” Proc., 6th Int. Conf. Geosynthetics, Industrial Fabrics Association International, 27–103.
Rowe, R. K. (2005). “Long-term performance of contaminant barrier systems.” GeotechniqueGTNQA8, 55(9), 631–678.
Rowe, R. K., and Rimal, S. (2008a). “Depletion of antioxidants from an HDPE geomembrane in a composite liner.” J. Geotech. Geoenviron. Eng.JGGEFK, 134(1), 68–78.
Rowe, R. K., and Rimal, S. (2008b). “Ageing of HDPE geomembrane in three composite liner configurations.” J. Geotech. Geoenviron. Eng.JGGEFK, 134(7), 906–916.
Rowe, R. K., Quigley, R. M., Brachman, R. W. I., and Booker, J. R. (2004). Barrier systems for waste disposal facilities, Taylor & Francis/Spon, London.
Rowe, R.K, Islam, M. Z., and Hsuan, Y. G. (2008). “Leachate chemical composition effects on OIT depletion in HDPE geomembranes.” Geosynth. Int.GINTFD, 15(2), 136–151.
Rowe, R. K., Rimal, S., and Sangam, H. P. (2009). “Ageing of HDPE geomembrane exposed to air, water and leachate at different temperatures.” Geotext. Geomembr., 27(2), 137–151.
Saidi, F., Touze-Foltz, N., and Goblet, P. (2008). “Numerical modelling of advective flow through composite liners in case of two interacting adjacent square defects in the geomembrane.” Geotext. Geomembr., 26(2), 196–204.
Soong, T.-Y., and Koerner, R. M. (1998). “Laboratory study of high density polyethylene geomembrane waves.” Proc., Int. Conf. Geosynthetics, 1, 301–306.
Take, W. A., Chappel, M. J., Brachman, R. W. I., and Rowe, R. K. (2007). “Quantifying geomembrane wrinkles using aerial photography and digital image processing.” Geosynth. Int.GINTFD, 14(4), 219–227.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 138Issue 6June 2012
Pages: 671 - 679

History

Received: May 31, 2009
Accepted: Oct 19, 2010
Published online: Oct 17, 2011
Published in print: Jun 1, 2012
Published ahead of production: Jun 15, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

M. J. Chappel [email protected]
Graduate Student, GeoEngineering Centre at Queen’s-RMC, Queen’s Univ., Kingston ON, Canada, K7L 3N6. E-mail: [email protected]
R. W. I. Brachman, M.ASCE [email protected]
Associate Professor, GeoEngineering Centre at Queen’s-RMC, Queen’s Univ., Kingston ON, Canada, K7L 3N6 (corresponding author). E-mail: [email protected]
Assistant Professor, GeoEngineering Centre at Queen’s-RMC, Queen’s Univ., Kingston ON, Canada, K7L 3N6. E-mail: [email protected]
R. K. Rowe, F.ASCE [email protected]
Professor, GeoEngineering Centre at Queen’s-RMC, Queen’s Univ., Ellis Hall, Kingston ON, Canada, K7L 3N6. 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