Design and evaluation of mixtures of mine waste rock and tailings

The technique of mixing mine waste rock and tailings for disposal has the potential to avoid the problems of acid rock drainage and tailings liquefaction. This paper presents a rational basis for the design of mixtures based on particle packing theory and laboratory investigations. Mixtures were conceptualized using a particle model that allows mixture design and interpretation of behaviour. Laboratory investigations included examination of tailings rheology, mixture trials, and compressibility testing of waste rock, tailings, and mixtures of waste rock and tailings. Results indicate that mixture design governs mixture structure, and consequently also compressibility behaviour. A method is presented to predict mixture compressibility from mixture ratio and the properties of the parent waste rock and tailings. The study provides theory for the design and evaluation of mixtures as a mine waste disposal technique and demonstrates that the design of geotechnical properties is possible for homogeneous mixtures...

[1]  N. Standish,et al.  Porosity calculations of multi-component mixtures of spherical particles , 1987 .

[2]  P. K. Bora,et al.  Plastic Limit, Liquid Limit and Undrained Shear Strength of Soil—Reappraisal , 2003 .

[3]  T. W. Cousens,et al.  Predicting the Properties of Bentonite-Sand Mixtures , 1996, Clay Minerals.

[4]  T. Tan,et al.  Shear strength of very soft clay-sand mixtures , 1994 .

[5]  Pc Knodel,et al.  Effects of Oversize Particles on the Density of Clean Granular Soils , 1990 .

[7]  Jerry A. Yamamuro,et al.  Effects of non-plastic fines on minimum and maximum void ratios of sand , 1998 .

[8]  Mark D. Evans,et al.  Liquefaction Behavior of Sand-Gravel Composites , 1995 .

[9]  P. K. Robertson,et al.  Influence of fines on the collapse of loose sands , 1994 .

[10]  B. Klein,et al.  Rheological Measurements on Settling Suspensions: Characterization of a Cyanide Leach Pulp , 2000 .

[11]  P. R. Vaughan,et al.  The drained residual strength of cohesive soils , 1981 .

[12]  J. Konrad,et al.  Assessment of the hydraulic characteristics of unsaturated base-course materials: a practical method for pavement engineers , 2003 .

[13]  William Harner Goetz,et al.  Packing volume concept for aggregates , 1967 .

[14]  David J. Williams,et al.  Results Of Field Trials Of Co-Disposal Of Coarse And Fine Coal Wastes , 1997 .

[15]  Carlton L. Ho,et al.  MODELING STRENGTH OF SANDY GRAVEL , 1992 .

[16]  Dawit Negussey,et al.  Effect of Gradation and Fines Content on the Undrained Response of Sand , 1988 .

[17]  T. Shenthan,et al.  Undrained Fragility of Clean Sands, Silty Sands, and Sandy Silts , 2002 .

[18]  G. Wilson,et al.  Self-weight consolidation of mixtures of mine waste rock and tailings , 2005 .

[19]  S. Thevanayagam,et al.  Intergranular state variables and stress-strain behaviour of silty sands , 2000 .

[20]  Shigeyasu Okusa,et al.  Consolidation of Sand-Clay Mixtures , 1986 .

[21]  David V. Boger,et al.  Analysis of the slump test for on-site yield stress measurement of mineral suspensions , 2003 .

[22]  The effects of salt solutions on the properties of bentonite-sand mixtures , 1998, Clay Minerals.

[23]  H. J. Fraser Experimental Study of the Porosity and Permeability of Clastic Sediments , 1935, The Journal of Geology.

[24]  L. C. Graton,et al.  Systematic Packing of Spheres: With Particular Relation to Porosity and Permeability , 1935, The Journal of Geology.

[25]  G. B. Bodman,et al.  Influence of particle size distribution in soil compaction , 1965 .

[26]  The porosity of co-disposed coalmine wastes , 2000 .

[27]  David J. Williams,et al.  Waste rock and tailings mixtures as a possible seal for potentially acide forming waste rock , 2003 .