Improving the performance of mining infrastructure through the judicious use of geosynthetics

The use of geosynthetics within the mining industry is not as extensive as within some other industries, such as the hazardous and municipal solid waste industries. However, in certain, very specific ap- plications, the volumes used can be very large, such as in the lining of heap leach pads. This particular appli- cation provides two conditions of extreme loading for geosynthetics: extremely large normal loads and severe chemical exposure. The performance of geomembranes in these applications could be useful indicators of likely success in other applications. In applications such as containment of mining waste, where the potential volumes of geosynthetics usage are enormous, application rates remain low. This is attributed to the lack of internationally enforceable legislation requiring the lining of sites storing mining waste. Current areas of ap- plication in the mining industry are described in the paper, and suggestions made regarding improvements in awareness and training that could be facilitated by the International Geosynthetics Society. Needs are identi- fied for improved testing techniques and associated performance criteria that are specific to the mining indus- try, such as heap leach pad liners. Without the confidence provided by such research, it is understandable that mining practitioners are sometimes reluctant to specify the use of geosynthetics in large, critical mining infra- structure projects.

[1]  M. Hendry,et al.  Investigation of acidic dissolution of mixed clays between pH 1.0 and −3.0 using Si and Al X-ray absorption near edge structure , 2009 .

[2]  C. Benson,et al.  Effect of Acidic Mine Drainage on the Mechanical and Hydraulic Properties of Three Geosynthetics , 2005 .

[3]  C. Benson,et al.  Hydraulic conductivity of two geosynthetic clay liners permeated with a hyperalkaline solution , 2010 .

[4]  U. Gedde,et al.  Degradation of unstabilized medium-density polyethylene pipes in hot-water applications , 1994 .

[5]  N. C. Lockhart,et al.  Dewatering coal washery tailings ponds by electroosmosis , 1984 .

[6]  Abdelmalek Bouazza,et al.  The impact of mining solutions/liquors on geosynthetics , 2010 .

[7]  M. Aubertin,et al.  Evaluation of diffusive gas flux through covers with a GCL , 2000 .

[8]  R. Koerner,et al.  Antioxidant depletion lifetime in high density polyethylene geomembranes , 1998 .

[9]  Jorge G. Zornberg,et al.  Geosynthetic Capillary Barriers: Principles and Applications , 2009 .

[10]  T. Katsumi,et al.  Long-term barrier performance of modified bentonite materials against sodium and calcium permeant solutions , 2008 .

[11]  Abdelmalek Bouazza,et al.  Geosynthetic clay liners , 2002 .

[12]  J. F. Lupo,et al.  Geosynthetic design and construction approaches in the mining industry , 2007 .

[13]  P. Newman,et al.  The disposal of tailings and minewater sludge using geotextile dewatering techniques , 2004 .

[14]  Ian D. Moore,et al.  Compaction effects on strains within profiled thermoplastic pipes , 2008 .

[15]  L. Laloui,et al.  Temperature Effects on Volume Change and Hydraulic Properties of Geosynthetic Clay Liners , 2008 .

[16]  A J Valsangkar,et al.  THE VALIDITY OF RING COMPRESSION THEORY IN THE DESIGN OF FLEXIBLE BURIED PIPES , 1978 .

[17]  Richard Thiel,et al.  State of the practice review of heap leach pad design issues , 2004 .

[18]  Colin J F P Jones,et al.  Electrically conductive geosynthetics for consolidation and reinforced soil , 2001 .

[19]  Andy Fourie,et al.  Tests to determine the suitability of a geotextile for use in the containment of hydraulically placed backfill , 1996 .

[20]  Reynold K Watkins Plastic Pipes Under High Landfills , 1990 .

[21]  Julie Q. Shang,et al.  Electrokinetic dewatering of a phosphate clay , 1997 .

[22]  Andy Fourie,et al.  Catastrophe revisited – disastrous flow failures of mine and municipal solid waste , 2005 .

[23]  Ian D. Peggs The performance of concrete protection liners in mine SX/EW mixers and settlers: The need for chemical resistance testing , 2010 .

[24]  Andy Fourie,et al.  Dewatering of mine tailings using electrokinetic geosynthetics , 2007 .

[25]  John C. Stormont,et al.  Capillary barrier effect from underlying coarser soil layer , 1999 .

[26]  R K Watkins,et al.  STRUCTURAL DESIGN OF BURIED CORRUGATED POLYETHYLENE PIPES , 1987 .

[27]  R. Rowe,et al.  Depletion of Antioxidants from an HDPE Geomembrane in a Composite Liner , 2008 .

[28]  G. Józefaciuk,et al.  Effect of Acid Treatment and Alkali Treatment on Nanopore Properties of Selected Minerals , 2006 .

[29]  Craig H. Benson,et al.  Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids , 2000 .

[30]  M G Spangler,et al.  THE STRUCTURAL DESIGN OF FLEXIBLE PIPE CULVERTS , 1938 .

[31]  John Scheirs,et al.  A Guide to Polymeric Geomembranes: A Practical Approach , 2009 .

[32]  E. Yanful,et al.  Effective Oxygen Diffusion Coefficient and Field Oxygen Concentrations below a Geosynthetic Clay Liner (GCL) Covering Mine Tailings , 2005 .

[33]  Abdelmalek Bouazza,et al.  Bentonite clay keeps pollutants at bay. , 2009 .

[34]  K Hoeg STRESSES AGAINST UNDERGROUND STRUCTURAL CYLINDERS , 1968 .

[35]  Timothy J. Lang,et al.  Corrugated Plastic Tubing , 1981 .

[36]  Robert Denis 1,7 Million Square Meters PVC Heap Leach Pad Case History , 2009 .

[37]  Luis Valenzuela,et al.  High Waste Rock Dumps — Challenges and Developments , 2008 .

[38]  C. Benson,et al.  Contributions of advective and diffusive oxygen transport through multilayer composite caps over mine waste. , 2004, Journal of contaminant hydrology.

[39]  D. G. Grubb,et al.  High Altitude Exposure Testing of Geotextiles in the Peruvian Andes , 1999 .

[40]  D. G. Grubb,et al.  Comparison of the Durability of Geotextiles in an Alkaline Mine Tailings Environment , 2001 .

[42]  C. Benson,et al.  Effect of acidic mine drainage on the polymer properties of an HDPE geomembrane , 2004 .

[43]  Ian D. Moore,et al.  The performance of a laboratory facility for evaluating the structural response of small-diameter buried pipes , 2000 .

[44]  Ling Wan,et al.  Reinforced terraced fields method for fine tailings disposal. , 2009 .

[45]  A. Bouazza,et al.  Oxygen diffusion through partially hydrated geosynthetic clay liners , 2007 .

[46]  M. Raven,et al.  Mineralogy of a bentonite from Miles, Queensland, Australia and characterisation of its acid activation products , 2002 .

[47]  M. Aubertin,et al.  The behavior of inclined covers used as oxygen barriers , 2003 .

[48]  R. Rowe,et al.  Metal retention in geosynthetic clay liners following permeation by different mining solutions , 2007 .

[49]  Michael G Katona,et al.  ALLOWABLE FILL HEIGHTS FOR CORRUGATED POLYETHYLENE PIPE , 1988 .

[50]  Ernest K. Yanful,et al.  Modeling and measurement of evaporation in moisture-retaining soil covers , 2003 .

[51]  Ernest K. Yanful,et al.  Oxygen Diffusion through Soil Covers on Sulphidic Mine Tailings , 1993 .