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Made available by Hasselt University Library in https://documentserver.uhasselt.be Alkali-activated materials for radionuclide immobilisation and the effect of precursor composition on Cs/Sr retention Peer-reviewed author version VANDEVENNE, Niels; Ion Iacobescu, Remus; CARLEER, Robert; SAMYN, Pieter; D'HAEN, Jan; Pontikes, Yiannis; SCHREURS, Sonja & SCHROEYERS, Wouter (2018) Alkali-activated materials for radionuclide immobilisation and the effect of precursor composition on Cs/Sr retention. In: JOURNAL OF NUCLEAR MATERIALS, 510, p. 575-584. DOI: 10.1016/j.jnucmat.2018.08.045 Handle: http://hdl.handle.net/1942/26732 1 Alkali-activated materials for radionuclide immobilisation and the 2 effect of precursor composition on Cs/Sr retention 3 Niels Vandevenne a, Remus Ion Iacobescu b, Robert Carleer c, Pieter Samyn c, Jan D’Haend,e, Yiannis Pontikes b, 4 Sonja Schreurs a, Wouter Schroeyers a,* 5 a 6 7 Hasselt University, CMK, Nuclear Technological Centre, Agoralaan, Gebouw H, 3590 Diepenbeek, Belgium b c KU Leuven, Department of Materials Engineering, Kasteelpark Arenberg 44, 3001 Leuven, Belgium Hasselt University, CMK, Research Group of Applied and Analytical Chemistry, Agoralaan, Gebouw D, 3590 8 9 10 Diepenbeek, Belgium d Hasselt University, Institute for Materials Research (IMO), Wetenschapspark 1, 3590 Diepenbeek, Belgium e IMEC, Division IMOMEC, Wetenschapspark 1, 3590 Diepenbeek, Belgium 11 12 13 14 * Corresponding author: Prof. Dr. Wouter Schroeyers, e-mail address: 15 wouter.schroeyers@uhasselt.be 16 17 1 18 Abstract 19 One of the major challenges for the nuclear industry is the safe and sustainable immobilisation of 20 radioactive wastes (RAW). Currently, the most commonly used immobilisation matrices for low and 21 intermediate level wastes are based on ordinary Portland cement. For the more difficult to 22 immobilise nuclides, such as caesium (Cs+) and strontium (Sr2+), researchers have been studying 23 alternative immobilisation matrices, of which alkali-activated materials (AAM) are a very promising 24 option. However, the differences in precursor compositions and the use of different types of 25 activating solutions make it difficult to fully understand the effects of precursor composition on the 26 immobilisation of introduced nuclides. Therefore, six different compositions of laboratory- 27 synthesized Ca-Si-Al slags were developed to serve as precursors for low-alkaline AAMs to study their 28 immobilisation behaviour. Immobilisation capacities up to 97.6 % Cs+ and 99.9 % Sr2+ were achieved 29 with 1 wt% waste loading when leaching for 7 days at 20 °C in Milli Q water. Cs+ immobilisation is 30 higher at lower Si/Al and Ca/(Si+Al) ratios. Immobilisation of Sr2+ is higher at a lower Ca/(Si+Al) ratio 31 and independent of Si/Al ratio. The results of this study offer a deeper understanding of the 32 immobilisation behaviour of AAMs and can encourage further research and application of AAMs for 33 RAW immobilisation. 34 Keywords 35 Alkali-activated material; immobilisation; radioactive waste; caesium; strontium 36 1 37 In the pursuit of a sustainable society, one of the main challenges for researchers and industries is 38 the safe management and disposal of industrial wastes, with radioactive waste (RAW) being 39 particularly important. RAW is produced by many different sources; the main ones being the energy 40 sector (nuclear fuel cycle), the dismantling of nuclear installations, and applications in medicine, Introduction 2 41 agriculture and industry. Because of the ever-increasing amounts of RAW, continuous innovation in 42 immobilisation is becoming more and more important. As an alternative to the currently widely used 43 cementitious immobilisation matrices, alkali-activated materials (AAM) have been increasingly 44 studied. Depending on the type of precursor and the composition of the hydration products, AAMs 45 (or subclasses thereof) are also known as geopolymers, inorganic polymers, soil cements, 46 geocements, alkaline cements, zeoceramics, alkali-activated slag cement and a variety of other 47 names [1,2]. AAMs have demonstrated promising results in immobilising radionuclides such as 48 caesium and strontium [3-22]. As an example, the superior Cs+ retention of AAMs was reported by 49 Shi and Fernández-Jiménez (2006) [9], who tested leaching of Cs+ and Sr2+ from AAMs containing 50 zeolites and/or metakaolin (MK) as additives. They concluded that wastes show much less 51 interference with the hydration of AAMs than that of ordinary Portland cement. Blackford et al. 52 (2007) [11] developed a geopolymer matrix derived from MK, in which Cs+ was introduced. They 53 concluded that Cs+ was fully incorporated into the amorphous geopolymer phase, proving the 54 potential of AAMs for RAW immobilisation. In addition to the immobilisation of Cs+ and Sr2+, other 55 elements such as Cd2+ and Pb2+ [23], and radionuclides such as 152Eu, 60Co, 59Fe and isotopes of Am 56 and Pu have also been successfully immobilised in AAMs [24–26]. 57 Concerning the use of AAMs for RAW immobilisation, most literature covers AAMs based on 58 commercial recipes, MK, fly ash (FA), ground granulated blast furnace slag (GGBFS) or combinations 59 thereof. Despite the large body of research and the promising immobilisation results, a systematic 60 study of the influence of the precursor composition on the immobilisation capacities for Cs+ and Sr2+ 61 is lacking. According to Aly et al. (2008) [12], MK-based AAMs show optimal leach resistance at Si/Al 62 ratios higher than 2. They reported a sharp decrease in the Cs+ release when the Si/Al ratio increased 63 from 1.5 to 2 followed by a gradual increase at Si/Al ratios higher than 3, reaching the lowest value at 64 Si/Al ratio of 2. For Sr2+, the lowest release was obtained at a Si/Al ratio of 1.5, increasing gradually 65 with increasing Si/Al ratio [12]. 3 66 Almost all concerning literature describes AAMs made from industrial residues, making it difficult to 67 exclude effects of trace elements in the precursor on the immobilisation capacities. Also, the variety 68 in precursor origin and composition in most studies make it difficult to generalize the drawn 69 conclusions, since the immobilisation performance is very dependent on the design parameters. In 70 addition, there exists a wide variety of alkali-activators used, most often consisting of highly-alkaline 71 activating solutions and often containing sodium silicates. 72 According to the IAEA [27], the lack of standards for precursors, experience of process optimization, 73 and demonstration of long-term stability limit their use in RAW immobilisation, despite the reported 74 favourable experiences using AAMs. They stated that novel materials need a better benchmarking, 75 and emphasised that it is also important to realise that existing test methods do not always give 76 comparable results with different classes of materials [27]. Therefore, the effect of precursor 77 composition on the immobilisation of Cs+ and Sr2+ in AAMs is studied in this work, by developing 78 synthetic Ca-Si-Al slag precursors with different compositions from laboratory reagents, yielding Si/Al 79 and Ca/(Si+Al) molar ratios of 0.95 – 5.1 and 0.42 – 1.0 respectively. In this way, immobilisation is 80 studied excluding possible effects of trace elements in the mixture. The present results can be 81 further used as a guideline for choosing industrial residues with a proper composition or for using 82 proper mixing ratios. 83 2 84 2.1 85 Ca-Si-Al slags were synthesised from analytical grade laboratory reagents Al2O3, SiO2 and CaCO3 (all 86 Sigma-Aldrich, > 99 % pure). The studied compositions (Table 1) were chosen to broadly resemble 87 GGBFS and to be fully liquid at 1550 °C (see Figure 1). The CaCO3 was first calcined in a muffle 88 furnace at 1050 °C overnight to expel CO2. For each composition, the exact mass of CaCO3 necessary 89 for achieving the stoichiometric amount of CaO was weighed and inserted into the muffle furnace. Materials and methods Ca-Si-Al slag synthesis 4 90 Immediately after cooling, the mass of the obtained CaO was determined to verify the complete 91 decarbonation. The resulting CaO was then mixed with weighed amounts of Al2O3 and SiO2 for two 92 hours in a Turbula T2C mixer for homogenization. The mixtures were placed in a platinum crucible 93 and inserted into a bottom loading furnace (AGNI ELT 160-02) at 1630 °C. A higher temperature was 94 applied to account for possible differences in temperature between the location of the crucible and 95 the thermocouple of the furnace, to ensure that the sample would melt completely. After an 96 isothermal period of 2.5 h, the melt was quenched by pouring in water at room temperature. The 97 cooled slag was then dried at 110 °C to constant weight before being crushed and milled in a Retsch 98 disk mill RS200 at 1000 rpm for 60 s. 99 Homogeneity of the finely milled slag was confirmed by X-ray diffraction spectroscopy (XRD). The 100 measurements were performed with a Bruker D8 diffractometer. This theta-theta diffractometer is 101 equipped with a Göbel mirror (line focus, Cu kɑ radiation). The X-rays are detected with a 1D lynxeye 102 detector. 103 The specific surface area of the resulting powders was measured in threefold by use of Blaine 104 method. The procedures described in the standard EN 196-6 [28] were followed as closely as possible 105 and the measurements were performed against a reference cement sample. It is, however, 106 important to note that the Blaine method is designed for cements and that results may deviate when 107 using other types of materials. 108 Table 1: Designed compositions of synthetic slags (wt fraction) and the initial Si/Al and Ca/(Si+Al) 109 molar ratios. The labelling of the samples is based on the initial Si/Al ratio. SiO2 Al2O3 CaO Si/Al Ca/(Si+Al) wt fraction wt fraction wt fraction mol/mol mol/mol S_1 0.37 0.33 0.30 0.95 0.42 S_1.1 0.40 0.30 0.30 1.1 0.43 S_2 0.49 0.21 0.30 2.0 0.44 S_2.4 0.47 0.17 0.36 2.4 0.59 5 S_3.4 0.40 0.10 0.50 3.4 1.0 S_3.4b* 0.40 0.10 0.50 3.4 1.0 S_5.1 0.60 0.10 0.30 5.1 0.45 *This composition, randomly chosen, has been made as a replicate to check the reproducibility of the experimental design 110 111 112 Figure 1: Phase diagram at 1550 °C. The designed compositions are all within the liquid (white) area. 113 2.2 114 AAM pastes were prepared by mixing the powdered slag precursors with a 2 M NaOH solution 115 (prepared from NaOH pellets (Fischer Scientific, 98.44 % pure) and type II distilled water) using a 116 laboratory mixer and maintaining a liquid to solid ratio (L/S) of 0.30. These parameters were chosen 117 based on our earlier study [29] and adjusted for optimal workability and setting time. At this molarity 118 and L/S ratio, the amount of Na+ added is 1 wt% for each sample. Cs+ and Sr2+ were added as nitrates 119 (CsNO3, Alfa Aesar 99.8%; Sr(NO3)2, Emsure 99.0%) to account for 1 wt% and 0.1 wt% respectively of 120 the final AAM-mass (solid precursor + activating solution). A lower wt% of Sr2+ was chosen to avoid 121 significant interference with the polymerisation kinetics, as reported in our earlier studies [29,30]. 122 The resulting mixtures were poured into plastic (polymethylmethacrylate, PMMA) 25 x 25 x 20 mm³ 123 moulds. The moulds were manually tapped during 60 seconds to remove air bubbles before being AAM elaboration 6 124 sealed with a PMMA cap. These pastes were then allowed to cure for 28 days at 23 ± 1 °C. Each 125 composition was made in threefold for the leaching experiments. 126 2.3 127 The release of introduced caesium and strontium, and of the structural elements silicon, aluminium, 128 calcium and sodium was measured using a semi-dynamic diffusion test described in our earlier study 129 [29] and based on the standards ASTM C1220-98 [31] and CEN/TS 15863:2015 [32]. The samples 130 were demoulded, cleaned with a dry brush and measured for dimensions and weight before being 131 submerged in 400 ml of pre-heated Milli-Q water (90 °C, polypropylene bottle and sample holder). 132 Before and after the eluate was refreshed, the mass of the closed container was measured to 133 determine water loss through evaporation. In all cases, the loss of mass through evaporation was 134 lower than 2 %, which is in line with the standard ASTM C1220-98 [31]. At each sampling time (1 h, 135 24 h, 7 d, 28 d), 10.0 ml of the eluate was filtered over a 0.2 µm syringe filter and acidified 136 immediately after sampling to a concentration of 2 % HNO3 (MERCK Suprapur 65 %). The 137 concentrations of water-soluble Sr2+, Si4+, Al3+, Ca2+, and Na+ were measured by ICP-OES (Perkin Elmer 138 type Optima 8300) in axial mode. The concentration of water-soluble Cs+ was measured by ICP-MS 139 (Perkin Elmer NexION 350S). At each sampling time, the eluate was also measured for pH (calibrated 140 electrode HI1043B, Hanna Instruments) and conductivity (Schott Geräte CG 858, calibrated with 0.1 141 M KCl). 142 The release 𝑟𝑟 (mg/m²) of element 𝑖𝑖 at leaching interval 𝑛𝑛 is calculated as: 143 With 144 𝐶𝐶𝑖𝑖,𝑛𝑛 145 𝐵𝐵𝑖𝑖,𝑛𝑛 Leaching of introduced and structural elements 𝑟𝑟𝑖𝑖,𝑛𝑛 = �𝐶𝐶𝑖𝑖,𝑛𝑛 − 𝐵𝐵𝑖𝑖,𝑛𝑛 � ∙ 𝑉𝑉 𝐴𝐴𝑠𝑠 (1) = concentration of element 𝑖𝑖 in the filtered aliquot of leaching interval 𝑛𝑛 (mg/ml) = concentration of element 𝑖𝑖 in the filtered blanc aliquot of leaching interval 𝑛𝑛 (mg/ml) 7 146 147 148 𝑉𝑉 𝐴𝐴𝑠𝑠 = initial volume of eluate in the bottle containing the sample AAM (ml) = geometric surface area of the sample AAM (m²) The cumulative release 𝑅𝑅 (mg/m2) of each constituent is calculated as: 𝑛𝑛 149 150 151 152 𝑅𝑅𝑖𝑖 = � 𝑟𝑟𝑖𝑖,𝑛𝑛 0 (2) The normalized leach rate 𝐿𝐿𝐿𝐿 (mg/(m².s)) of element 𝑖𝑖 at leaching interval 𝑛𝑛 is calculated as: 𝐿𝐿𝐿𝐿𝑖𝑖,𝑛𝑛 = 𝑟𝑟𝑖𝑖,𝑛𝑛 𝛥𝛥𝛥𝛥𝑛𝑛 ∙ 𝑓𝑓𝑖𝑖 (3) with 𝛥𝛥𝛥𝛥𝑛𝑛 the time of leaching interval 𝑛𝑛 (in seconds) and 𝑓𝑓𝑖𝑖 the fraction of element 𝑖𝑖 in the sample, as to account for possible differences in waste loadings. The total release of element 𝑖𝑖 (% 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑖𝑖 ) and the percentage of wash-off in the first leaching interval (%𝑊𝑊𝑊𝑊𝑖𝑖 ) are defined as: % 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑖𝑖 = %𝑊𝑊𝑊𝑊𝑖𝑖 = 𝑅𝑅𝑖𝑖,28𝑑𝑑 ∙ 𝐴𝐴𝑠𝑠 ∙ 100 % 𝑚𝑚𝑠𝑠 ∙ 𝑓𝑓𝑖𝑖 𝑅𝑅𝑖𝑖,1ℎ ∙ 100 % 𝑅𝑅𝑖𝑖,28𝑑𝑑 (4) (5) 153 with 𝑚𝑚𝑠𝑠 the mass of the sample (mg) after demoulding. 154 2.4 155 To confirm the observed relation between immobilisation capacity and the AAM design ratios, the 156 immobilisation capacity of selected compositions has been tested under varying conditions. Samples 157 of compositions AAM_1, AAM_1.1, AAM_2 and AAM_5.1 were leached at a lower temperature of 20 158 ± 1 °C for 7 days. The specific surface area of these samples was measured. The Brunauer Emmett 159 Teller (BET) surface area, was measured for these samples by continuous flow method using 0.3 160 ml/min of nitrogen gas (Tristar 3000). Effect of leaching temperature and specific surface area on immobilisation performance 8 161 2.5 162 The effect of slag fineness on the immobilisation performance is studied by further milling slag 163 precursors S_1 and S_2 for an additional 30 s. From these finer slags, additional samples of 164 composition AAM_1 and AAM_2 were prepared for leaching during 7 d at 20 ± 1 °C. Effect of slag fineness on immobilisation performance 165 166 3 Results and discussion 167 3.1 168 All mixtures were completely molten during the isothermal period in the bottom loading furnace. 169 Water-quenching of the melt gave rise to a clear transparent glass for all mixtures. XRD patterns of 170 selected slag samples S_1.1, S_2.4, S_3.4 and S_5.1 are presented in Figure 2. No crystalline phases 171 were detected in any of the measured slags, indicating homogeneity without crystalline inclusions. Homogeneity of the slag 172 173 Figure 2: XRD patterns of the finely milled slags S_1.1, S_2.4, S_3.4 and S_5.1. 9 174 3.2 175 Figure 3 shows the cumulative release for Cs+, Sr2+ and Na+ in function of the leaching time. The 176 177 % 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 is summarized in Table 2. The highest Na+ leaching is measured in AAM_5.1, which is also 178 7.8 ± 0.3 % of the introduced Cs+, which is almost twice as good as the second best (AAM_1). In our 179 earlier study [29], GGBFS-based AAMs activated with 6 M NaOH were leached for 7 days under the 180 same conditions. The composition of the GGBFS closely resembles that of S_3.4 (excluding the 181 contribution of MgO, SO3 and other trace elements). With a 1 wt% Cs+ loading, the GGBFS-AAM 182 leached 66 % of the introduced Cs+ [29]. This is much higher than the Cs+ release observed in 183 AAM_3.4 and AAM_3.4b which could be due to e.g. the differences in activating solution molarity or 184 the presence of magnesium and other elements. Among the compositions tested in this study, 185 AAM_3.4 performs worst regarding both Cs+ and Sr2+ immobilisation indicating that the composition 186 of GGBFS requires optimisation regarding immobilisation purposes. 187 The Cs+ and Sr2+ normalized leach rates are given in Table 3. The effect of initial wash-off (%𝑊𝑊𝑊𝑊𝐶𝐶𝐶𝐶 ) 188 Immobilisation of Cs+, Sr2+ and Na+ the sample with the highest Si/Al ratio. AAM_1.1 shows the best Cs+ immobilisation, releasing only seems to be the least pronounced for AAM_1.1 (see Table 3) with a percentage released in the first 189 hour of leaching of 7 % of the total amount leached. Also for Sr2+, AAM_1.1 clearly shows the best 190 immobilisation, releasing only 0.50 ± 0.04 % of the introduced Sr2+, which is about 50 % better than 191 the second best (AAM_2). The overall percentage of wash-off (%𝑊𝑊𝑊𝑊𝑆𝑆𝑆𝑆 , see Table 3) is lower for Sr2+ 192 than for Cs+ indicating a slower release from the sample surface. 10 193 194 Figure 3: Cumulative release of Cs+, Na+ and Sr2+ during a 28-d leaching test at 90 °C. 195 Table 2: Percentage of introduced Cs+, Sr2+ and Na+ that has been released by leaching for 28 d at 90 196 °C. Uncertainties are calculated as standard deviations from 3 samples per composition. Cs+ Sr2+ % 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑖𝑖 AAM_1 14 ± 2 AAM_1.1 7.8 ± 20.1 ± AAM_2 Na+ 1.11 ± 0.07 58 ± 2 0.3 0.5 ± 0.04 49 ± 2 0.5 0.74 ± 0.3 46 ± 1 AAM_2.4 40 ± 2 1.4 ± 0.2 65 ± 2 AAM_3.4 46 ± 2 4.9 ± 0.5 59 ± 2 AAM_3.4b 40.9 ± 0.7 5 ± 0.4 53 ± 1 AAM_5.1 27.8 ± 0.9 0.9 ± 0.1 71 ± 2 197 11 198 Table 3: Average leach rates (mg/(m².s)) of Cs+ and Sr2+ during a 28-d leaching period at 90 °C. The 199 mean value calculated per sample is weighted for the time of the respective leaching interval. %𝑊𝑊𝑊𝑊𝑖𝑖 200 (wash-off) is the percentage of the total released amount leached in the first hour of the test. 𝑳𝑳𝑳𝑳𝑪𝑪𝑪𝑪 Mean %𝑾𝑾𝑾𝑾𝑪𝑪𝑪𝑪 𝑳𝑳𝑳𝑳𝑺𝑺𝑺𝑺 201 Mean %𝑾𝑾𝑾𝑾𝑺𝑺𝑺𝑺 Leachin g time (h) 1 24 168/ 192* 672 1 24 168/ 192* 672 AAM_1 AAM_1.1 * AAM_2 AAM_2. 4 AAM_3. 4 AAM_3.4b * AAM_5. 1 49 4.7 12 2.0 120 7.8 150 9.3 150 23 120 21 120 12 0.47 0.30 0.55 0.94 1.4 1.1 0.80 0.13 0.43 16 0.68 0.14 0.09 0.23 7 0.53 0.070 0.09 0.64 28 0.39 0.24 0.13 0.83 25 1.5 0.36 0.18 1.5 15 10 0.94 0.14 1.3 14 12 1.1 0.12 0.83 20 0.77 0.20 0.047 0.017 0.036 0.035 0.27 0.22 0.033 0.022 0.032 3 0.0089 0.014 5 0.0079 0.023 2 0.0088 0.029 8 0.054 0.15 10 0.049 0.15 11 0.012 0.024 4 202 The overall leaching behaviour as seen in Figure 3 is comparable for all samples and comprises a 203 decreasing leaching rate with increasing leaching time. E.g. 𝐿𝐿𝐿𝐿𝐶𝐶𝐶𝐶 for AAM_1 is 49 mg/(m².s) in the 204 first hour of leaching, decreases with a factor 10 for each following step (24 h, 7 d) and levels off in 205 the final interval (see Table 3). For both Cs+ and Sr2+, the leach rate for all samples is highest in the 206 first hour of leaching. This behaviour is typical for materials with an initial surface wash-off, which is a 207 process that occurs often in this type of tank test for monolithic materials and comprises the fast 208 dissolution of soluble salts from the surface of the monolith [33]. In addition to surface wash-off, 209 diffusion of the element of interest through the sample and eventual depletion of the element from 210 the sample are important processes governing the leaching behaviour. 211 Diffusion-controlled release from a monolithic waste form is related to the surface area of the waste 212 form and the time of exposure [33]. In semi-dynamic tank leaching tests with a monolithic sample, a 213 one-dimensional semi-infinite diffusion model, based on Fick’s second law, is often assumed [34,35]. 12 214 In this model, mass transfer is assumed to take place in response to concentration gradients in the 215 pore water solution of the structure [35]. When Fickian diffusion is considered as the dominant 216 release mechanism, the mass release should be proportional to the square root of the release time 217 (𝑅𝑅 ~ 𝑡𝑡 0.5 ); this results in a straight line with a slope of 0.5 when the logarithm of the cumulative 218 release is plotted against the logarithm of the release time [35]. Initial surface wash-off causes a 219 higher release in the first stage of leaching, while depletion leads to a levelling-off of the cumulative 220 release curve [33]. 221 Figure 4 shows the cumulative caesium and strontium release of a selected subset of samples (the 222 remaining samples show similar behaviour) plotted against the release time on a double logarithmic 223 scale. None of the samples closely follow the 0.5 slope. Since an initial wash-off and depletion of Cs+ 224 is clear from Table 2 and Table 3, the results from the leaching test can be divided into the intervals 225 [1 h ; 24 h] and [24 h ; 28 d] as shown in Figure 4a for Cs+ and Figure 4b for Sr2+. 226 For caesium, it is clear from Figure 4a that the sample with limited wash-off (AAM_1.1, as seen in 227 Table 3) has a slope close to 0.5 in the interval [1 h ; 24 h] indicating possible diffusion-controlled 228 release. AAM_2 shows a slope of 0.28 in this first interval, indicating a significant wash-off (high 229 concentration in the first hour of leaching). 230 In the interval [24 h ; 28 d], the regression lines flatten for all samples (slope < 0.5) indicating signs of 231 depletion. Since depletion is only assumed to occur when the total release is higher than 20 % [35], 232 not all samples have actually been significantly depleted. Table 2 shows that the release of Cs+ from 233 the AAMs is between 46 and 7 %. The fact that depletion-like behaviour occurs even in samples with 234 a low release indicates a possible distribution of the present Cs+ into an easily-leachable fraction and 235 a strongly-bound fraction. The occurrence of the wash-off and the depletion effects can then be 236 contributed to the easily-leachable fraction. The levelling-off of the regression curve could thus be 237 caused by the depletion of the readily available Cs+, while the remaining fraction is more strongly 238 bound in the AAM structure. The leaching behaviour of Cs+ can thus be summarized as a combination 13 239 of initial wash-off, diffusion, and depletion of an easily-released fraction. The lower the Si/Al and 240 Ca/(Si+Al) ratio, the smaller this easily-leachable fraction (as discussed further). 241 For strontium, the leaching behaviour in most samples does not seem to be dependent on the 242 leaching interval as seen in Figure 4b. The overall slopes of the regression curves are smaller than 243 0.5, indicating depletion. Since the total amount of leached Sr2+ is small for all samples (< 5 %, see 244 Table 2), it seems reasonable that Sr2+ leaches only from the sample surface, slowly depleting while 245 the bulk of the Sr2+ remains encapsulated in the sample, not available for leaching. 246 The amount of sodium leached does not correspond with the amount of Cs+ leached (see Table 2), as 247 would be expected since Cs+ is known to act as a charge-balancing ion, replacing Na+ in the 248 framework [13,15]. This indicates that Cs+ and Na+ immobilisation is not completely similar, and 249 shows that Cs+ is retained better than Na+ (since Na+ release is higher and both were introduced as 1 250 wt%). This is consistent with the findings of Kuenzel et al. (2015) [15], who reported that the reaction 251 between Cs+ and Al(OH)4- is favoured over that of Na+ because of the lower charge density of Cs+. In 252 addition, the difference in immobilisation between Cs+ and Na+ is dependent on the AAM 253 composition, since from Table 2 it can be seen that e.g. AAM_2 releases the least Na+ (46 %) while 254 releasing 20 % Cs+; in contrast, AAM_1 leaches less Cs+ (14 %) and more Na+ (58 %). This could 255 indicate a difference in hydrate phases formed depending on the AAM composition. The findings of 256 Kuenzel et al. (2015) [15] were based on MK-AAMs, resulting in an amorphous sodium 257 aluminosilicate hydrate (N-A-S-H) as the main binder phase. 258 A difference in the amount of N-A-S-H formed (as compared to calcium sodium aluminosilicate 259 hydrate (C-(N)-A-S-H)) could be the cause of the difference in leaching behaviour of Na+ as compared 260 to Cs+. Based on the initial composition of the slags and the use of a NaOH activator, the AAMs are 261 expected to consist mainly of C-(N-)A-S-H gel, N-A-S-H gel (due to high Al content), strätlingite, and 262 some zeolitic phases [36–38]. For the low Si/Al samples AAM_1 and AAM_1.1, the ratio of leached 263 Na+/Cs+ is much higher than for the high Si/Al samples (see Table 2). 14 (a) (b) 264 265 266 Figure 4: (a) 𝑅𝑅𝐶𝐶𝐶𝐶 , dividing the leaching time into two intervals [1 h ; 24 h] and [24 h ; 28 d] and (b) 𝑅𝑅𝑆𝑆𝑆𝑆 , dividing the leaching time into two intervals. R²-values are all > 0.97 for (a) and (b). The dashed 267 line represents the slope of 0.5 from a diffusion-based release. The slopes are indicated on the graph 268 next to the regression lines. 269 When linking the immobilisation capacity for Cs+ and Sr2+ with the precursor composition, an initial 270 Si/Al ratio of about 1.1 (Table 2) seems to be best. Figure 5a shows the cumulative 28-d release of 271 Cs+ in function of the Si/Al and Ca/(Si+Al) ratios of the precursor slags. For the studied compositions, 272 Cs+ is immobilised better in AAMs with lower Si/Al ratios and lower Ca/(Si+Al) ratios. 15 273 Figure 5b shows the cumulative 28-d release of Sr2+ in function of the Si/Al and Ca/(Si+Al) ratios of 274 the precursor slags. For the studied compositions, the immobilisation of Sr2+ is dependent on the 275 Ca/(Si+Al) ratio, but not on the Si/Al ratio. This indicates a competition between Ca2+ and Sr2+ for 276 incorporation into the AAM structure. The independence of strontium leaching to the Si/Al ratio is in 277 contrast with the results of the study of Aly, et al. (2008) [12], where Sr2+ release increased in 278 samples with an increasing Si/Al ratio from 1.5 to 4. This could be due to the fact that the samples 279 studied by Aly, et al. (2008) [12] were low in calcium, indicating the possible differences in leaching 280 behaviour in function of the type of AAMs. (b) (a) 281 Figure 5: The cumulative 28-d release of Cs+ (a) and Sr2+ (b) (10³ mg/m²) in function of the Si/Al and 282 Ca/(Si+Al) ratios of the precursor slags. The regression planes are a result of multiple linear 283 regressions with R²-values > 0.93. 284 3.3 285 The Ca2+ release of AAM_1, AAM_1.1, AAM_3.4 and AAM_3.4b are similar, while S_1 and S_1.1 have 286 a CaO content of only 30 % and S_3.4 and S_3.4b have an initial CaO content of 50 %. Also, the Ca2+ 287 release decreases with increasing Si/Al ratio reaching a value of 7300 ± 200 mg/m² for AAM_2 and 288 5000 ± 200 mg/m² for AAM_5.1. This higher Ca2+ release at lower Si/Al ratios explains why AAM_1, 289 AAM_1.1, AAM_3.4 and AAM_3.4b show a similar Ca2+ release while having a lower calcium content. Release of structural elements 16 290 This behaviour of calcium leaching could be an indication of less C-(N)-A-S-H formation at lower Si/Al 291 ratios since the formation of this phase would better immobilise Ca2+ into the structure. An increased 292 Al content (and thus lower Si/Al ratio) promotes the formation of N-A-S-H in addition to C-(N)-A-S-H, 293 while an increased Ca content impedes the formation of N-A-S-H [38]. Higher Si/Al ratios will thus 294 give rise to more C-(N)-A-S-H formation. 295 The highest silicon release is observed in AAM_5.1 (≈ 24 000 mg/m²), while AAM_3.4, AAM_3.4b, 296 and AAM_1.1 show the lowest silicon release (≈ 5000 mg/m²). AAM_2.4, AAM_2, and AAM_1 all 297 show a 28-d cumulative silicon release around 10 000 mg/m². The lower silicon leaching of AAM_3.4 298 and AAM_3.4b as compared to AAM_2.4, AAM_2, and AAM_1 (while having similar initial SiO2 299 contents) indicates that a higher calcium content increases the immobilisation of silicon, which again 300 indicates the formation of C-(N)-A-S-H. 301 Regarding aluminium, the release follows the Si/Al ratio, with AAM_5.1 showing the lowest 302 aluminium release and increasing with decreasing Si/Al. For AAM_1, the amount of silicon and 303 aluminium released is almost equal (AAM_1: 𝑅𝑅𝑆𝑆𝑆𝑆 = 10000 ± 600 mg/m², 𝑅𝑅𝐴𝐴𝐴𝐴 = 9200 ± 500 mg/m²), 304 indicating congruent dissolution. 17 305 306 Figure 6: Cumulative release of silicon, aluminium and calcium during a 28-d leaching test at 90 °C. 307 3.4 308 The measured pH of the eluates was similar for all samples. After 1 h of leaching the average pH over 309 all samples was 10.7 ± 0.3. After 24 h, the pH of the eluates increased to 11.2 ± 0.3. After 28 d, the 310 pH-values were 11.3 ± 0.6. The conductivity of selected eluates is given in Figure 7. 311 AAM_5.1, AAM_3.4, AAM_3.4b, AAM_2.4 and AAM_2 show a high peak in conductivity at 24 h (only 312 AAM_2 and AAM_3.4 shown in Figure 7), while decreasing at later sampling times. This high early 313 peak in ionic conductivity followed by a gradual decrease indicates a more profound early wash-off 314 and subsequent depletion, which is consistent with the results seen for Cs+ in Figure 4a. This effect is 315 not so pronounced for AAM_1.1, which shows a slighter decrease in conductivity at the 7 d sampling 316 time. Regarding the validity of the experimental design, the duplicates AAM_3.4 and AAM_3.4b show pH and conductivity 18 317 very similar results in all measured leaching aspects, confirming that the slag development, the AAM 318 development, and the leaching tests are very well reproducible. 319 320 321 Figure 7: Conductivity values (µS/cm) of AAM_1.1, AAM_2 and AAM_3.4 at each sampling time. 3.5 Effect of leaching temperature on immobilisation capacity 322 323 Table 4 and Table 5 show that the leaching temperature has a profound effect on the release of all 324 constituents. However, this effect is not the same for all samples. AAM_1 exhibits significantly less 325 release at 20 °C than at 90 °C for Cs+, Sr2+ and Na+, while AAM_5.1 exhibits less release for Sr2+ and 326 Na+ but not for Cs+. In contrast, AAM_1.1 has a significantly higher release at 20 °C as compared to 90 327 °C for all constituents, while AAM_2 has a higher release for Cs+ and Na+ at 20 °C and a similar release 328 for Sr2+. Although all samples were completely set after 28 days of curing, it appears that the high 329 temperature (90 °C) of the leaching environment influenced the curing of AAM_1.1 and AAM_2 330 which significantly improved their immobilisation potential. This does not seem to be the case for 331 AAM_1 and AAM_5.1. 332 Table 4: Slag Blaine values, % 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 and BET values for samples leached for 7 d at 20 °C. The 333 334 % 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 values are given as individual measurements since only one or two samples were tested per composition. 19 Slag Blaine (m²/kg) Sample % 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 7 d, 20 °C Cs+ Sr2+ Na+ BET (m²/g) AAM_1 110 ± 20 2.97; 3.06 0.13; 0.22 31.52; 31.77 10.7 ± 0.1 AAM_1.1 200 ± 20 11.22 4.02 60.21 14.8 ± 0.1 AAM_2 140 ± 10 26.56; 27.94 0.27; 0.49 41.29; 42.76 3.8 ± 0.1 AAM_5.1 310 ± 10 22.45; 22.71 0.20; 0.22 53.88; 55.21 37.5 ± 0.1 335 336 Table 5: Percentages of Cs+, Sr2+ and Na+ released after 7 d leaching at 90 °C. % 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 7 d, 90 °C Cs+ Sample Na+ Sr2+ AAM_1 10 ± 1 0.48 ± 0.05 46 ± 2 AAM_1.1 5.1 ± 0.2 0.23 ± 0.03 41 ± 1 AAM_2 17.5 ± 0.3 0.51 ± 0.2 36 ± 1 AAM_5.1 24.2 ± 0.7 0.49 ± 0.06 62 ± 2 337 338 339 3.6 340 The BET specific surface area (before leaching) of the samples used for leaching at 20 °C is given in 341 Table 4. The BET specific surface area is lowest for AAM_2, while AAM_5.1 exhibits the highest BET 342 area. The specific surface areas of AAM_1 and AAM_1.1 are comparable. AAM_2 releases more Cs+ 343 and Sr2+ than AAM_5.1 at 20 °C, although having a much lower BET value. From the tested samples, 344 no clear correlation could be established between the BET values and the immobilisation capacities. 345 3.7 346 The remainder of slag precursors S_1 and S_2 were further milled for an additional 30 s. The higher 347 Blaine values (HB) of these slags are given in Table 6. From these finer slags, additional samples of Effect of specific surface area on immobilisation capacity Effect of slag fineness on immobilisation capacity 20 348 composition AAM_1 and AAM_2 were prepared for leaching during 7 d at 20 ± 1 °C. The percentages 349 of Cs+, Sr2+ and Na+ leached under these new leaching conditions are given in Table 6. 350 Increasing the slag fineness of S_2 to a comparable value of that of S_5.1 (see Table 4) reduces the 351 Cs+ and Sr2+ release of AAM_2 by a factor 2, increasing its immobilisation capacity beyond that of 352 AAM_5.1. AAM_1 shows the greatest immobilisation potential for all constituents at 20 °C, despite 353 having the smallest Blaine specific surface area of the slag. Increasing the slag fineness of S_1 and 354 S_2 demonstrates its significant effect on the immobilisation potential. The increased Blaine value of 355 220 m²/kg for S_1 (which is now comparable to that of S_1.1) further increases the immobilisation 356 potential for all constituents. The same effect is observed for AAM_2. Increasing the slag fineness 357 leads to a larger fraction of small slag particles that can be readily dissolved to form hydrate phases. 358 This, in turn, raises the need for more charge-balancing ions, thus increasing the incorporation 359 potential. 360 The results of the effect of leaching temperature, and the differences in specific surface area and slag 361 fineness support the earlier established relationship between the immobilisation potential and 362 design parameters Si/Al and Ca/(Si+Al). Leaching at 20 °C strengthens the conclusion that low Si/Al 363 and Ca/(Si+Al) ratios provide a higher immobilisation potential since AAM_1 now exhibits the best 364 immobilisation potential (see Table 5 and Table 6). Under the experimental conditions, a Si/Al ratio 365 of 1 thus seems optimal for immobilising Cs+ and Sr2+. 366 367 368 Table 6: Higher Blaine values (HB) after additional milling and % 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 after 7 d leaching at 20 °C of AAM_1 and AAM_2 prepared with HB-slag. Sample AAM_1 AAM_2 Slag Blaine HB (m²/kg) 220 380 ± ± 10 10 Cs+ 2.38 12.79 % 𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟𝑟 7 d, 20 °C Sr2+ 0.05 0.18 Na+ 22.03 31.48 369 21 370 371 4 Conclusion 372 The effect of AAM composition regarding Si/Al and Ca/(Si+Al) ratios on the immobilisation capacity of 373 introduced Cs+ and Sr2+ is discussed. Stoichiometrically controlled slags were designed from analytical 374 grade chemicals to serve as precursors for monolithic AAM samples for immobilisation purposes. 375 Under the given experimental conditions, the following conclusions are made: 376 a) Very effective immobilisation of Cs+ and Sr2+ was achieved by use of low-alkaline AAMs. An 377 immobilisation potential of up to 97.6 % and 99.9 % of introduced Cs+ and Sr2+ respectively was 378 achieved for composition AAM_1, after 7 days of leaching at 20 °C. 379 b) The leaching behaviour of Cs+ from the AAMs consists of a combination of initial wash-off, 380 diffusion and depletion of an easily-leachable fraction. Sr2+ leaching appears to be limited to a 381 small fraction present on or near the surface, showing less wash-off and exhibiting slow 382 depletion. 383 c) Cs+ immobilisation is dependent on the Si/Al and Ca/(Si+Al) ratios of the precursor while Sr2+ 384 immobilisation is only dependent on the Ca/(Si+Al) ratio. Better immobilisation is achieved at 385 lower ratios, independent of the observed differences in precursor fineness or AAM specific 386 surface area. 387 d) Lowering the leaching temperature from 90 °C to 20 °C has a varying effect on the immobilisation 388 capacity of different compositions. This highlights the importance of being aware that leaching 389 conditions affect obtained results, especially when comparing compositions. Leaching at higher 390 temperature affects the curing of the AAMs, which can lead to misinterpretations of leaching 391 results when comparing immobilisation capacities of different compositions. 392 In general, the developed AAMs show very effective Cs+ and Sr2+ immobilisation which is very 393 promising for the use of AAMs for waste immobilisation purposes. 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