Geosynthetics April/May 2022 - 43

References
Havermans-van Beek, D. J. M., Delieck, R., McCarthy, M.,
Kloth, R., and Kurelec, L. (2010). " An elegant and fast
method to predict the slow crack growth behavior of
high-density polyethylene pipe materials. " Proc., Plastics
Pipes XV Conference, Vancouver, B.C., Canada, 814-25.
Hsuan, Y. H., Lord, Jr., A. E., and Koerner, R. M. (1990).
" Ductile-to-brittle transition time in polyethylene
geomembrane sheet. " Proc., Geosynthetic Testing for
Waste Containment Applications, R. M. Koerner, ed.
American Society for Testing and Materials STP1081-EB,
West Conshohocken, Pa., 95-109.
Ramsey, B., Zanzinger, H., and Zimmel, E. (2018). " New
technique for predictive geomembrane stress crack
performance: Commercial application. " Proc., 11th
International Conf. on Geosynthetics, Seoul, South Korea,
210-16.
Zanzinger, H., Gerets, B., Wenzel, M., Hausmann, S.,
and Engelsing, K. (2015). " Determination of the stress
cracking resistance of HDPE geomembranes by using
accelerated test methods. " Proc., Geosynthetics Conf.
2015, Portland, Ore., 938-44. G
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Strain Hardening Modulus (MPa)
FIGURE 1 Single point-notched constant tensile load (SP-NCTL) versus strain hardening modulus
responses curve for different high-density polyethylene (HDPE) geomembrane formulations. Note
very poor correlation between the two properties with Pearson's correlation coefficient of 0.49.
Hence, this method is not appropriate for comparing different HDPE geomembrane formulations.
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y = 61.3x - 1314
R² = 0.49
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SPNCTL (hours)

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Geosynthetics April/May 2022

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