Potential of Wollastonite-Based Brushite Cement for the Conditioning of Radioactive Waste Contaminated by 90Sr
Abstract
1. Introduction
2. Experimental
2.1. Material and Sample Preparation
2.2. Irradiation Experiments
2.3. Leaching Experiments
2.4. Solid Phase Characterization
2.4.1. Hydration Stoppage
2.4.2. X-Ray Diffraction
2.4.3. Raman Spectroscopy
2.4.4. Thermogravimetry
2.4.5. X-Ray Fluorescence
2.4.6. Scanning Electron Microscopy
2.4.7. Porosity
3. Results and Discussion
3.1. Characterization of Pristine WBC Paste Samples
3.2. Gamma Irradiation of WBC-C Paste
3.2.1. Hydrogen Gas Production
| Cement Hydrate | Dose | G(H2)material × 10−7 (mol·J−1) | G(H2)water × 10−7 (mol·J−1) | Ref. |
|---|---|---|---|---|
| Brushite CaHPO4·2H2O | 250 kGy up to 5 MGy | 0.070 ± 0.007 | 0.26 ± 0.02 | This work |
| Gibbsite Al(OH)3 | 200 kGy | 0.009 ± 0.005 | 0.027 ± 0.003 | [30] |
| Katoite Ca3Al2(OH)12 | 200 kGy | 0.003 ± 0.002 | 0.011 ± 0.001 | |
| Calcium monocarboaluminate hydrate Ca4Al2(CO3)(OH)12·5H2O | 200 kGy | 0.12 ± 0.01 | 0.38 ± 0.04 | |
| Portlandite Ca(OH)2 | 0.21 | [56] | ||
| 200 kGy | 0.042 ± 0.004 | 0.19 ± 0.03 | [57] | |
| 150 kGy | 0.081 ± 0.005 | 0.33 ± 0.02 | [35] | |
| Brucite Mg(OH)2 | 200 kGy | 0.055 ± 0.006 | 0.18 ± 0.03 | [57] |
| 0.053 | [56] | |||
| Calcium silicate hydrate (C-S-H) with CaO/SiO2 of: | 100 and 200 kGy | [55] | ||
| 0.80 | 0.61 ± 0.06 | 3.23 ± 0.32 | ||
| 0.97 | 0.58 ± 0.06 | 3.11 ± 0.31 | ||
| 1.14 | 0.49 ± 0.05 | 2.85 ± 0.29 | ||
| 1.30 | 0.42 ± 0.04 | 2.44 ± 0.24 | ||
| 1.40 | 0.36 ± 0.04 | 2.13 ± 0.21 | ||
| Bulk water (pH 13) | 0.44 ± 0.04 | [54] |
3.2.2. Mineralogy of Irradiated Materials
3.3. Leaching of Sr-Doped WBC Pastes
3.3.1. Characterization of the Leachates
3.3.2. Modeling the Leaching of Strontium from WBC Pastes: Evaluation of the Diffusion Coefficient and Leachability Index
- Time-invariant chemical environment: The leaching solution was periodically renewed to prevent accumulation of released species (the Ca, P, and Si concentrations remained below 1 mmol·L−1 (Ca) and 2 mmol·L−1 (P, Si), whereas the Sr concentration did not exceed 0.3 µmol/L between two renewals), and the pH remained relatively stable throughout the test (comprised between 6.5 and 7.5).
- Semi-infinite solid geometry: As defined by the ANS/ANSI 16.1 specification, the semi-infinite assumption is valid if the cumulative fraction leached is less than 20%. In this study, the cumulative fraction of strontium leached remained well below this threshold (~0.12% for WBC-C and 0.10% for WBC-O at the end of the test).
- Zero surface concentration of strontium: The Sr concentrations in the leachates were consistently low (<20 ppb), and the frequency of leachant renewal was high enough to support the boundary condition of zero surface concentration.
4. Conclusions
Supplementary Materials
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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| Sample Code | Composition of the Mixing Solution | [Sr2+] in the Mixing Solution (mg·L−1) | Mixing Solution (g) | Wollastonite (g) |
|---|---|---|---|---|
| WBC-C | [H3PO4] = 9.3 mol·L−1 [Al3+] = 1.6 mol·L−1 [Zn2+] = 1.5 mol·L−1 [B] = 0.6 mol·L−1 | - | 62.5 | 50 |
| WBC-O | [H3PO4] = 9 mol·L−1 [Al3+] = 2.5 mol·L−1 [B] = 0.2 mol·L−1 | - | 62.5 | 50 |
| Sr-doped WBC-C | [H3PO4] = 9.3 mol·L−1 [Al3+] = 1.6 mol·L−1 [Zn2+] = 1.5 mol·L−1 [B] = 0.6 mol·L−1 | 1000 | 62.5 | 50 |
| Sr-doped WBC-O | [H3PO4] = 9 mol·L−1 [Al3+] = 2.5 mol·L−1 [B] = 0.2 mol·L−1 | 1000 | 62.5 | 50 |
| XRF Analysis | WBC-C (wt.%) | WBC-O (wt.%) | Phase Composition | WBC-C (g/100 g of Wollastonite) | WBC-O (g/100 g of Wollastonite) | |
|---|---|---|---|---|---|---|
| Ca | 17.9 | 17.2 | Brushite CaHPO4·2H2O | 14.9 ± 2.2 | 41.2 ± 6.1 | |
| Si | 13.4 | 13.3 | Wollastonite CaSiO3 | 8.5 ± 1.2 | 22.1 ± 3.3 | |
| P | 11.6 | 11.3 | Quartz SiO2 | 2.5 ± 0.4 | 3.6 ± 0.6 | |
| Zn | 3.69 | - | Amorphous silica SiO2·3.93H2O | 97.9 ± 14.6 | 81.8 ± 12.2 | |
| Al | 1.4 | 2.65 | Amorphous aluminophosphate | 56.9 ± 8.5 Ca/P = 1.1 ± 0.1 Al/P = 0.16 ± 0.02 Zn/P = 0.17 ± 0.02 | 36.1 ± 5.4 Ca/P = 0.84 ± 0.1 Al/P = 0.42 ± 0.1 - | |
| Na | 0.902 | - | Pore solution | 44.4 ± 6.6 | 39.7 ± 5.9 | |
| Mg | 0.392 | 0.352 | ||||
| Fe | 0.214 | 0.189 | ||||
| Mineralogical composition of pristine 28°d-old WBC-C and WBC-O pastes (wt.%) | ||||||
| WBC-C | WBC-O | |||||
![]() | ![]() | |||||
| Type of Paste | Mass Fraction of Water (%) | Dose | G(H2)material × 10−7 (mol·J−1) | G(H2)water × 10−7 (mol·J−1) | Ref. |
|---|---|---|---|---|---|
| WBC-C | 23.0 | 100 kGy up to 1 MGy | 0.25 ± 0.02 | 1.10 ± 0.11 | This work |
| Geopolymer Geo Na | 33.0 | 100 and 250 kGy | 0.13 ± 0.10 | 0.4 ± 0.04 | [52] |
| Geo K | 33.9 | 0.25 ± 0.02 | 0.75 ± 0.07 | ||
| Geo Cs | 26.8 | 0.48 ± 0.04 | 1.80 ± 0.18 | ||
| Portland cement | 16.7 37.5 | 1 MGy | 0.13 ± 0.10 0.33 ± 0.03 | [53] | |
| Portland cement (CEM I 52.5 N SR0 CE PM-CP2 NF) | 16.7 | 500 kGy | 0.05 ± 0.01 | 0.31 ± 0.03 | [30] |
| 23.1 | 0.07 ± 0.01 | 0.30 ± 0.04 | |||
| 28.6 | 0.10 ± 0.01 | 0.32 ± 0.03 | |||
| 33.3 | 0.11 ± 0.01 | 0.32 ± 0.03 | |||
| 37.5 | 0.11 ± 0.01 | 0.30 ± 0.03 | |||
| Calcium sulfoaluminate cement (85% clinker + 15% CaSO4) | 28.6 | 100 and 200 kGy | 0.10 ± 0.01 | 0.37 ± 0.01 | |
| Calcium aluminate cement | 16.6 | 500 kGy | 0.009 ± 0.005 | 0.055 ± 0.005 | [30] |
| 23.0 | 0.018 ± 0.002 | 0.078 ± 0.008 | |||
| 28.4 | 0.032 ± 0.003 | 0.11 ± 0.01 | |||
| 33.1 | 150 and 300 kGy | 0.057 ± 0.006 | 0.17 ± 0.01 | ||
| 37.3 | 0.083 ± 0.008 | 0.22 ± 0.02 | |||
| Magnesium phosphate cement (molar ratios) MgO/KH2PO4 = 1 H2O/MgO = 5 | 40.5 | 150 and 300 kGy | 0.084 ± 0.010 | 0.21 ± 0.03 | [34] |
| Bulk water (pH 13) | 0.44 ± 0.04 | [54] |
| Model | Value | Standard Error | t-Value | Prob > |t| (%) | |
|---|---|---|---|---|---|
r2adjusted = 0.992 | k1 | 4.04 × 10−4 | 1.17 × 10−4 | 3.45 | * |
| k2 | 4.92 × 10−1 | 1.25 × 10−1 | 3.93 | ** | |
| k3 | 1.59 × 10−4 | 4.50 × 10−5 | 3.54 | * | |
| k4 | −7.94 × 10−6 | 3.67 × 10−6 | −2.16 | 7.40 | |
r2adjusted = 0.988 | k1 | 6.48 × 10−4 | 6.25 × 10−5 | 10.37 | *** |
| k2 | 4.27 × 10−1 | 8.20 × 10−2 | 5.20 | ** | |
| k3 | 6.20 × 10−5 | 9.53 × 10−6 | 6.50 | *** |
| Model | Value | Standard Error | t-Value | Prob > |t| (%) | |
|---|---|---|---|---|---|
r2adjusted = 0.991 | k1 | 3.94 × 10−4 | 1.09 × 10−4 | 3.61 | * |
| k2 | 4.04 × 10−1 | 0.91 × 10−1 | 4.41 | ** | |
| k3 | 1.31 × 10−4 | 4.01 × 10−5 | 3.27 | * | |
| k4 | −7.29 × 10−6 | 3.22 × 10−6 | −2.27 | 6.4 | |
r2adjusted = 0.987 | k1 | 6.26 × 10−4 | 6.01 × 10−5 | 10.40 | *** |
| k2 | 3.69 × 10−1 | 0.66 × 10−1 | 5.59 | *** | |
| k3 | 4.09 × 10−5 | 8.89 × 10−6 | 4.60 | ** |
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Jdaini, J.; Cau Dit Coumes, C.; Barré, Y.; de Noirfontaine, M.-N.; Courtial, M. Potential of Wollastonite-Based Brushite Cement for the Conditioning of Radioactive Waste Contaminated by 90Sr. Materials 2026, 19, 1136. https://doi.org/10.3390/ma19061136
Jdaini J, Cau Dit Coumes C, Barré Y, de Noirfontaine M-N, Courtial M. Potential of Wollastonite-Based Brushite Cement for the Conditioning of Radioactive Waste Contaminated by 90Sr. Materials. 2026; 19(6):1136. https://doi.org/10.3390/ma19061136
Chicago/Turabian StyleJdaini, Jihane, Céline Cau Dit Coumes, Yves Barré, Marie-Noëlle de Noirfontaine, and Mireille Courtial. 2026. "Potential of Wollastonite-Based Brushite Cement for the Conditioning of Radioactive Waste Contaminated by 90Sr" Materials 19, no. 6: 1136. https://doi.org/10.3390/ma19061136
APA StyleJdaini, J., Cau Dit Coumes, C., Barré, Y., de Noirfontaine, M.-N., & Courtial, M. (2026). Potential of Wollastonite-Based Brushite Cement for the Conditioning of Radioactive Waste Contaminated by 90Sr. Materials, 19(6), 1136. https://doi.org/10.3390/ma19061136



