Ochs M, Pointeau I, Giffaut E
BMG Engineering Ltd., Ifangstrasse 11, CH-8952 Schlieren-Zürich, Switzerland.
Waste Manag. 2006;26(7):725-32. doi: 10.1016/j.wasman.2006.01.033. Epub 2006 May 11.
To provide reliable K(d) data for Cs required for the performance assessment of cement-based radioactive waste repositories, two complementary approaches were followed. First, Cs sorption was determined on a range of hydrated cement paste (HCP) and mortar samples of CEM I and CEM V for different degradation states and solution compositions, as well as on some single mineral phases. Second, a surface complexation-diffuse layer model previously developed by Pointeau et al. [Pointeau, I., Marmier, N., Fromage, F., Fedoroff, M., Giffaut, E., 2001. Cs and Pb uptake by CSH phases of hydrated cement. Material Research Society Symposium Proceedings, 663, 105-113] for Cs sorption on synthetic CSH phases was simplified to facilitate its application to whole HCP and mortars or concrete, following re-assessment of the model parameters. All measurements were compared with model predictions. The sorption data obtained on the different solid phases as a function of conditions corroborate that CSH minerals are the main sorbing phase for Cs in HCP. The data also clearly show the important influence of pH and the dissolved concentration of Na, K and Ca on K(d). It is further suggested that a decrease of pH is concomitant with a decrease of the Ca/Si ratio and a corresponding increase in surface sites with high affinity for Cs and, thus, K(d). Elevated concentrations of cations able to compete with Cs for these sites lead to a decrease of K(d), on the other hand. The simplified model was applied to the sorption measurements performed within this study as well as to a variety of literature data, mainly K(d) values for a variety of fresh HCP and mortar or concrete samples based on different samples of Ordinary Portland Cement as well as blended cements. The results show that the model can be applied reasonably well to a very large variety of conditions in terms of solid and solution compositions that cover a range of K(d) values from 10(-4) to ca. 3.2m(3)/kg. The large scatter typically observed for Cs sorption, especially on fresh HCP samples prepared from different formulations, can be explained quantitatively by the variable concentrations of Na and K in the respective solutions, which compete with Cs for fixation sites. On the other hand, the comparatively uniform conditions in degraded HCP typically render the prediction of K(d) values less uncertain than in case of fresh HCP.
为了提供用于水泥基放射性废物处置库性能评估所需的可靠的铯分配系数(K(d))数据,采用了两种互补方法。首先,针对不同降解状态和溶液组成,测定了一系列CEM I和CEM V的水化水泥浆体(HCP)和砂浆样品以及一些单一矿物相上的铯吸附情况。其次,Pointeau等人[Pointeau, I., Marmier, N., Fromage, F., Fedoroff, M., Giffaut, E., 2001. 水化水泥CSH相对铯和铅的吸附。材料研究学会研讨会论文集,663, 105 - 113]先前开发的用于合成CSH相上铯吸附的表面络合 - 扩散层模型在重新评估模型参数后进行了简化,以便于应用于整个HCP、砂浆或混凝土。所有测量结果都与模型预测值进行了比较。在不同条件下获得的不同固相上的吸附数据证实,CSH矿物是HCP中铯的主要吸附相。数据还清楚地表明了pH值以及钠、钾和钙的溶解浓度对K(d)的重要影响。进一步表明,pH值降低伴随着钙硅比降低以及对铯具有高亲和力的表面位点相应增加,从而导致K(d)增加。另一方面,能够与铯竞争这些位点的阳离子浓度升高会导致K(d)降低。简化后的模型应用于本研究中进行的吸附测量以及各种文献数据,主要是基于不同普通硅酸盐水泥样品以及混合水泥的各种新鲜HCP、砂浆或混凝土样品的K(d)值。结果表明,该模型能够很好地应用于非常多种条件下的固相和溶液组成,涵盖了从10^(-4)到约3.2 m³/kg的K(d)值范围。铯吸附通常观察到的较大离散性,特别是在由不同配方制备的新鲜HCP样品上,可通过各自溶液中钠和钾的可变浓度定量解释,它们与铯竞争固定位点。另一方面,降解HCP中相对均匀的条件通常使K(d)值的预测比新鲜HCP情况下的不确定性更小。