2010
DOI: 10.1016/j.geotexmem.2009.10.006
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Liner system design for heap leach pads

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Cited by 29 publications
(18 citation statements)
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“…Heap leaching is the largest applications of geomembranes in mining application (Breitenbach and Smith 2006). In nearly all cases, the leach pad area is lined with natural and geosynthetic materials (Lupo 2010). Heap leach operations rely on the performance of geosynthetic products to provide efficient solution recovery and environmental containment (Christie and Smith 2013).…”
Section: Introductionmentioning
confidence: 99%
“…Heap leaching is the largest applications of geomembranes in mining application (Breitenbach and Smith 2006). In nearly all cases, the leach pad area is lined with natural and geosynthetic materials (Lupo 2010). Heap leach operations rely on the performance of geosynthetic products to provide efficient solution recovery and environmental containment (Christie and Smith 2013).…”
Section: Introductionmentioning
confidence: 99%
“…The most preferred pad liner system in current heap leach practice is the composite liner with an overlying drain cover fill Testing has indicated that both, high-density polyethylene (HDPE) and linear low-density polyethylene (LLDPE) geo-membranes, are suitable for containment of acidic solutions and metal leaching products, for periods of over 50 years (Lupo, 2010;Breitenbach and Smith, 2007;Renken <I>et al,</I> 2005). The geo-membrane lined heap leach pads for the 21st century have an estimated operating life times of 10 years or more, compared to the more typical periods of 3 to 5 years reported in the past for gold and silver heap leach operations.…”
Section: Heap Designmentioning
confidence: 99%
“…The geo-membrane lined heap leach pads for the 21st century have an estimated operating life times of 10 years or more, compared to the more typical periods of 3 to 5 years reported in the past for gold and silver heap leach operations. It is worthwhile to note (Lupo, 2010;Thiel and Smith, 2004;van Zyl and Bronson, 1994) have classified leach pads into different categories (Table 4).…”
Section: Heap Designmentioning
confidence: 99%
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“…Amini (2005), proposed a new approach for the stability assessment of these structures using the ''step by step'' method. Lupo and Morrison (2007) and Lupo (2010), carried out some research on the stability of such structures with special view on geo-membrane properties (Lupo and Morrison 2007;Lupo 2010). Based on their experiences, they presented general guidelines for the design of leaching heaps.…”
Section: Introductionmentioning
confidence: 99%