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Caesium sorption by hydrated cement as a function of degradation state: Experiments and modelling

机译:水合水泥对铯的吸收与降解状态的关系:实验和模型

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摘要

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 sorb-ing 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. 3.2 m~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.
机译:为了提供水泥基放射性废物处置库性能评估所需的Cs的可靠K_d数据,采用了两种补充方法。首先,在一定范围的水化水泥浆(HCP)以及CEM I和CEM V的砂浆样品中,针对不同的降解状态和溶液组成以及某些单一矿物相,确定Cs吸附。其次,Pointeau等人先前开发的表面络合扩散层模型。 [Pointeau,I.,Marmier,N.,Fromage,F.,Fedoroff,M.,Giffaut,E.,2001。CSH和Pb被水合水泥的CSH相吸收。在重新评估模型参数之后,简化了材料研究协会专题会议论文集(663,105-113)中Cs在合成CSH相上的吸附,以利于将其应用于整个HCP和砂浆或混凝土。将所有测量结果与模型预测值进行了比较。根据条件在不同固相上获得的吸附数据证实了CSH矿物是HCP中Cs的主要吸附相。数据还清楚地表明了pH值以及Na,K和Ca的溶解浓度对K_d的重要影响。进一步表明,pH的降低与Ca / Si比的降低以及与Cs和K_d具有高亲和力的表面位置的相应增加同时发生。另一方面,增加能与Cs竞争的阳离子浓度会导致K_d降低。简化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K_d值基于普通波特兰水泥以及混合水泥的不同样品,可用于各种新鲜的HCP和砂浆或混凝土样品。结果表明,该模型就固形物和溶液组成而言,可以很好地适用于各种条件,其固含量范围从10〜-4到大约ca。 3.2 m〜3 /千克通常观察到的Cs吸附的大散射,尤其是在由不同配方制备的新鲜HCP样品上,尤其是在不同溶液中Na和K的浓度可变,从而与Cs竞争固定位点,从而定量地解释了Cs的吸附。另一方面,退化的HCP中相对均匀的条件通常使K_d值的预测比新鲜HCP的情况更不确定。

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