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