According to European regulations, toxic industrial wastes (classified as class 1) should be stored in an impervious medium. Technically, the impervious medium could be either a natural clay layer, 5 m thick, with a hydraulic conductivity lower than 10 −9 m s −1, or an artificial watertight barrier around and/or under the disposal site. The purpose of these barriers is to prevent the seepage of polluted water from the waste into the environment. The hydraulic grouts named “Petrisol” (used in the case of radioactive wastes) and “Ecosol” (for toxic industrial wastes) presented here are intended to be used as a physicochemical barrier to reduce the pollution of the groundwater around neglected waste deposits. These grouts are made of standard bentonite and cement with the addition of complementary agents as follows: siliceous materials (silica fumes or fly ash), special clays or zeolites, and chemical additives. Their specific characteristic is their capacity to retain the ions of polluting substances found in solution in groundwater. The aim of our research has been to quantify the efficiency of the grouts and to compare their retention properties with grouts conventionally used in public works: mixes of bentonite—cement in defined proportions. We chose out of the most dangerous and frequently occurring elements: lead (Pb 2+), cadmium (Cd 2+), and mercury (Hg 2+). For the radioactive wastes, we chose two elements well known for their great mobility: caesium (Cs +) and strontium (Sr 2+). In the first instance, we were interested in the retention of the different cations by raw materials (clays=Ca montmorillonite, Na bentonite, vermiculite, palygorskite, illite; and zeolithes=chabazite and an artificial zeolite) in determining the maximum capacity of the fixing of the cation by a material using the method of differences or an adsorption test. The values we have obtained vary with a large number of parameters: the contact time with solid solution, the temperature of fixing, the concentration of cations in the initial solution, the nature of the cations, the nature of the absorbing materials, the pH, and so on. From this experimental study of the fixation of the polluting cations passing through hydraulic grouts, after a curing time of 7 to 90 days, we are able to class the cations in the conditions of the previous experiment in order of decreasing affinity with respect to materials and grouts studied: Cd 2+ >Cd 2+ >Pb 2+ >Sr 2+ >Cs + >Hg 2+. Regarding the materials, we established a similar classification in order of decreasing fixing capacity: artificial zeolite>Na bentonite>montmorillonite>vermiculite>illite>chabazite>palygorskite. In the second instance, we considered the hardened grouts and we compared normal percolation of cationic solutions and distilled water, under perfectly defined experimental conditions (notably pressure). Thus, we are able to calculate the quantity of fixed cations by a grout of
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