- Conference Article
- 10.1061/9780784486764.007
Investigating the Impact of Cold Weather Aging and Temperature on Rock Simulant Puncture Resistance of Geomembranes
- Mar 05, 2026
- Calvin Tohm + 2 more +2
Seasonal weathering cycles such as freeze-thaw play a key role in cold regions engineering. With climate change driving more extreme weather events, areas that have previously been dominated by permafrost are now experiencing seasonal freeze-thaw cycles. This has resulted in a significant degradation of soil engineering properties as the number of seasonal weathering cycles increases. Geomembranes offer a cost-effective solution to improving a soils engineering characteristics without the need for other expensive alternatives while also offering long lasting solutions. However, there has been a lack in literature and testing standards regarding the impact that cold aging and temperature have upon the performance of geomembranes. With most of their testing and properties being determined at above freezing temperatures, this has resulted in potentially incorrect design applications for geomembranes when used in cold regions. This study sought to investigate the impact that increasing seasonal freeze-thaw cycles and temperature have on the tearing resistance of geomembranes. To accomplish this, four different geomembranes were cold-aged weathered by exposing them to 0, 5, 10, 30, and 60 freeze-thaw cycles. After the pre-determined number of freeze-thaw cycles had been completed, the samples were then tested in a custom-built device that utilized a newly proposed method for investigating the tearing resistance of geomembranes. This method resulted in a coefficient of variation for the measured maximum force and displacement of 10% and 15%, respectively, for all samples tested. Each geomembrane was tested at material temperatures of 20°C, 0°C, −20°C, and −80°C; however, only material temperatures 20°C and −20°C are presented due to length constraints. Materials exhibited unique trends depending on material temperature and number of freeze-thaw cycles. It was found that for all geomembranes as the temperature at time of testing decreased, sample ductility substantially decreased as well. However, the overall observed tearing strength was not significantly impacted.
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