Effect of Underliner on the Strain and Puncture Response of a Bituminous Geomembrane in Heap Leach Applications
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DOI: 10.1139/cgj-2025-0055
Abstract: Experiments simulating a bituminous geomembrane (BGM) lined heap leach pad were conducted to quantify the short-term punctures and gravel-induced tensile strains that could become long-term puncture location. Vertical pressures ranging from 500 to 2,000 kPa… read more here.
Keywords: effect underliner; puncture; bituminous geomembrane; heap leach ... See more keywords