Hydraulic properties of dune sand–bentonite mixtures of insulation barriers for hazardous waste facilities

Abstract This paper presents a study on the valorization of local materials such as desert dune sand obtained from Laghouat region in the South Algeria and mine bentonite intended for the realization of liner base layers in the conception of insulation barriers for hazardous waste facilities. In practice, an economical mixture satisfying the hydraulic requirements is generally concerned. First, in order to get an adequate dune sand–bentonite mixture compacted to the optimum Proctor condition, an investigation on saturated hydraulic behavior is carried out in this study for different mixtures. Using oedometer test (indirect measurement), the adequate mixture of 85% dune sand and 15% bentonite satisfies the conditions of saturated hydraulic conductivity (k   3 MPa). This technique is conducted based on the exploitation of the water retention curve in order to establish the relationships between hydraulic conductivity, degree of saturation, and suction. It shows that the hydraulic conductivity increases with the degree of saturation and decreases with the suction. However, the hydraulic conductivity has a constant value for suctions larger than 20 MPa. The selected dune sand–bentonite mixture satisfies the regulation requirements and hence constitutes a good local and economical material for the conception of barrier base liners.

[1]  R. Brachman,et al.  Barrier Systems for Waste Disposal Facilities , 2004 .

[2]  Robert P. Chapuis,et al.  SAND-BENTONITE LINERS: PREDICTING PERMEABILITY FROM LABORATORY TESTS , 1990 .

[3]  Vinayagamoothy Sivakumar,et al.  Hydraulic conductivity and pore fluid chemistry in artificially weathered plastic clay , 2001 .

[4]  R. Rowe,et al.  Effect of Surface Fluorination on Diffusion through a High Density Polyethylene Geomembrane , 2005 .

[5]  W. R. Gardner Calculation of Capillary Conductivity from Pressure Plate Outflow Data 1 , 1956 .

[6]  Yu-Jun Cui,et al.  Controlling suction by vapour equilibrium technique at different temperatures, application to the determination of the water retention properties of MX80 clay , 2005, 0710.1850.

[7]  M. Ayadi,et al.  Physicochemical analysis of permeability changes in the presence of zinc , 2008 .

[8]  Krishna R. Reddy,et al.  Impacts of presence of lead contamination in clayey soil–calcium bentonite cutoff wall backfills , 2015 .

[9]  J. Graham,et al.  Influence of suction on the strength and stiffness of compacted sand-bentonite , 2002 .

[10]  Gemmina Di Emidio,et al.  Hydraulic Conductivity of Sand-Bentonite Backfills Containing HYPER Clay , 2014 .

[11]  S. Savoye,et al.  A laboratory experiment for determining both the hydraulic and diffusive properties and the initial pore-water composition of an argillaceous rock sample: a test with the Opalinus clay (Mont Terri, Switzerland). , 2012, Journal of contaminant hydrology.

[12]  W. D. Kovacs,et al.  An Introduction to Geotechnical Engineering , 1981 .

[13]  Yu-Jun Cui,et al.  The relationship between suction and swelling properties in a heavily compacted unsaturated clay , 1998 .

[14]  David E. Daniel,et al.  Design and construction of sand-bentonite liner for effluent treatment lagoon, Marathon, Ontario , 1997 .

[15]  S. Taibi,et al.  Hydraulic behaviour of dune sand-bentonite mixtures under confining stress , 2010 .

[16]  RoweR. Kerry,et al.  Field study of wrinkles in a geomembrane at a composite liner test site , 2012 .

[17]  David E. Daniel,et al.  Predicting Hydraulic Conductivity of Clay Liners , 1984 .

[18]  D. Fredlund,et al.  Soil Mechanics for Unsaturated Soils , 1993 .

[19]  Craig H. Benson,et al.  Long-Term Hydraulic Conductivity of a Bentonite-Polymer Composite Permeated with Aggressive Inorganic Solutions , 2014 .

[20]  Said Taibi,et al.  Behavior of clayey soils on drying–wetting paths , 1993 .

[21]  Francesco Silvestri,et al.  Physical and mechanical properties of a compacted silty sand with low bentonite fraction , 1998 .

[22]  Y. Cui,et al.  Vapour Equilibrium and Osmotic Technique for Suction Control , 2008 .

[23]  Kenichi Soga,et al.  Fundamentals of Soil Behaviour , 2005 .

[24]  C. Montanez,et al.  Suction and volume changes of compacted sand-bentonite mixtures , 2002 .

[25]  J. Biarez,et al.  VARIATIONS DE VOLUME DES SOLS ARGILEUX LORS DE CYCLE DE DRAINAGE-HUMIDIFICATION , 1987 .

[26]  Yu-Jun Cui,et al.  Determining the unsaturated hydraulic conductivity of a compacted sand-bentonite mixture under constant-volume and free-swell conditions , 2008 .

[27]  T. Egloffstein Natural bentonites—influence of the ion exchange and partial desiccation on permeability and self-healing capacity of bentonites used in GCLs , 2001 .

[28]  R. Rowe,et al.  Diffusive Transport of VOCs through LLDPE and Two Coextruded Geomembranes , 2010 .

[29]  D. F. Heermann,et al.  SOIL WATER PROFILE DEVELOPMENT UNDER A PERIODIC BOUNDARY CONDITION , 1974 .

[30]  António Gomes Correia,et al.  Aspects of the behaviour of compacted clayey soils on drying and wetting paths , 2002 .

[31]  I. Yilmaz,et al.  The effect of different types of water on the swelling behaviour of expansive clays , 2014, Bulletin of Engineering Geology and the Environment.

[32]  M. S. Goual,et al.  Behaviour of unsaturated tuff- calcareous sand mixture on drying-wetting and triaxial paths , 2011 .

[33]  Charles D. Shackelford,et al.  Hydraulic conductivity of geosynthetic clay liners to tailings impoundment solutions , 2010 .

[34]  S. Taibi,et al.  MEASUREMENTS OF UNSATURATED HYDRAULIC CONDUCTIVITY FUNCTIONS OF TWO FINE-GRAINED MATERIALS , 2009 .

[35]  F. Chen Foundations on expansive soils , 1975 .