ISSN 1000-3665 CN 11-2202/P

    高放处置罐Fe(II)释放对膨润土缓冲屏障膨胀性能的影响

    Study on the effect of ferrous ion release from the disposal tank on the expansion performance of bentonite buffer barrier

    • 摘要: 膨润土作为缓冲屏障材料,其膨胀自愈性能对保障高放废物地质处置库长期安全稳定至关重要,但处置罐腐蚀产物Fe(II)或将破坏膨润土矿物成分,导致缓冲材料膨胀性能衰减,而相关领域研究较少。为查明Fe(II)释放对膨润土膨胀性能的影响。预测处置库服役期缓冲屏障膨胀性能时空演化,采用自制膨胀仪和防腐蚀柔性壁渗透仪,开展不同Fe(II)浓度条件下GMZ24膨润土压实块的膨胀试验和扩散试验,最后引入机器学习(神经网络算法)预测处置库服役期GMZ24膨润土与GMZ001膨润土(我国候选缓冲屏障材料)膨胀力时空演化趋势。结果表明:(1)GMZ24膨润土的膨胀力随Fe(II)浓度增加呈指数衰减趋势,在Fe(II)浓度为0.089~0.24 mol/L的实际工况下,最大膨胀力下降13.9%~20%,在FeCl2达到饱和溶解度的极端工况下下降33.3%;(2)随着Fe(II)浓度由0增加至2.4 mol/L,GMZ24膨润土渗透系数从3.35×10−10 m/s减小到2.6×10−11 m/s,Fe(II)在GMZ24膨润土中的表征扩散系数为3.4×10−12 m2/s,有效扩散系数为4.1×10−6 m2/s;(3)机器学习算法表明,对于GMZ24膨润土,在处置罐-缓冲屏障接触带附近90年后、缓冲屏障-围岩接触带附近1000年后,缓冲材料膨胀力低将于1 MPa;而蒙脱石含量更高的GMZ001膨润土,在处置库整个服役期缓冲屏障膨胀力始终满足要求。研究结果可为我国高放废物地质处置库的缓冲屏障设计与原位试验方案优化提供了科学参考。

       

      Abstract: Bentonite, as a buffer/backfill material, plays a vital role in ensuring the long-term safety and stability of high-level radioactive waste (HLW) repositories due to its swelling and self-sealing properties. However, Fe(II), a corrosion product released from disposal canisters, may alter the mineralogical composition of bentonite and consequently degrade its swelling performance. Despite its importance, limited studies have addressed this issue. This study aims to elucidate the impact of Fe(II) release on the swelling behavior of bentonite and to predict the spatiotemporal evolution of buffer swelling performance during repository operation. A custom-designed swelling apparatus and a corrosion-resistant flexible-wall permeameter were employed to conduct swelling and diffusion tests on compacted GMZ24 bentonite under varying Fe(II) concentrations. Furthermore, an artificial neural network algorithm was applied to predict the spatiotemporal evolution of swelling pressure for GMZ24 bentonite and GMZ001 bentonite (the candidate buffer material in China) during the repository service period. The results indicate that:(1) The swelling pressure of GMZ24 bentonite exhibits an exponential decay trend with increasing Fe(II) concentration. Under realistic conditions (Fe(II) concentration of 0.089−0.24 mol/L), the maximum swelling pressure decreased by 13.9%−20%; under extreme conditions with FeCl2 at saturated solubility, the reduction reached 33.3%. (2) As Fe(II) concentration increased from 0 to 2.4 mol/L, the permeability coefficient of GMZ24 bentonite decreased from 3.35×1010 m/s to 2.6×1011 m/s. The apparent diffusion coefficient of Fe(II) in GMZ24 bentonite was determined to be 3.4×1012 m2/s, and the effective diffusion coefficient was 4.1×106 m2/s. (3) The machine learning model indicated that, for GMZ24 bentonite, the swelling pressure in the vicinity of the canister-buffer interface would fall below 1 MPa after 90 years, and in the buffer-host rock interface region after 1000 years. In contrast, GMZ001 bentonite, with a higher montmorillonite content, maintained adequate swelling pressure throughout the entire repository service period. The results provide scientific insights for the design of buffer systems and the optimization of in-situ testing schemes in China’s HLW geological disposal repositories.

       

    /

    返回文章
    返回