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Modelling the long term alteration of the engineered bentonite barrier in an underground radioactive waste repository

机译:模拟地下放射性废物库中工程膨润土屏障的长期变化

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In the French design for a High Level Waste (HLW) repository, compacted bentonite may be the main component for the engineered barrier system (EBS) in the spent fuel disposal cell. In such a barrier, the interactions between groundwater and bentonite, as well as between the corrosion products of steel overpacks and bentonite, may modify the chemical and physical properties of the selected swelling clay buffer. Bentonite material has a very low permeability, and consequently molecular diffusion is the main mechanism of mass transport. This study is focused on the possible feedback effects of geochemical reactions on the transport properties (porosity and diffusion) of a compacted bentonite.rnAfter 100,000 years of simulated mass transport-reaction, the model predicts mineralogical modifications of the EBS in contact with the geological interacting fluid, and with Fe~(2+) ions provided by the corrosion of the steel overpacks. This corresponds to a transformation of the initial montmorillonite by partial illitization, saponification and vermiculitization due to chemical diffusion from geological groundwater through the bentonite barrier. The aqueous corrosion of steel overpacks generates a chemical perturbation inside the EBS (low redox potential and high values of pH) which could possibly create locally a destabilization of the montmorillonite, while part of the released Fe~(2+) ions is incorporated into precipitated chlorites and saponites. Formations of magnetite, laumontite, greenalite, chabazite, phillipsite, and chrysotile are also identified in the numerical simulations. Despite these modifications, the predicted evolution of porosity display decreasing values and are limited to the outer parts of the EBS. A mass transport law applied to this study predicts a decrease of the molecular diffusion correlated with the porosity clogging.
机译:在法国的高放废物(HLW)储存库设计中,压实膨润土可能是乏燃料处置池中工程隔离系统(EBS)的主要成分。在这样的屏障中,地下水与膨润土之间的相互作用以及钢外包装与膨润土的腐蚀产物之间的相互作用可能会改变所选溶胀粘土缓冲液的化学和物理性质。膨润土材料具有非常低的渗透性,因此分子扩散是传质的主要机理。这项研究的重点是地球化学反应对压实膨润土的输运性质(孔隙度和扩散)的可能反馈作用。rn在模拟了100,000年的大规模输运反应之后,该模型预测了与地质相互作用接触的EBS的矿物学变化钢外包装的腐蚀提供了Fe〜(2+)离子。这对应于由于从地质地下水通过膨润土屏障的化学扩散而导致的部分蒙脱石,皂化和ver石化作用,从而转变了最初的蒙脱石。钢外包装的水蚀会在EBS内部产生化学扰动(低氧化还原电位和高pH值),这可能会导致蒙脱石局部失稳,而部分释放的Fe〜(2+)离子会掺入沉淀物中亚氯酸盐和皂苷。在数值模拟中还确定了磁铁矿,月桂石,绿辉石,菱沸石,辉石和温石棉的形成。尽管进行了这些修改,但孔隙率的预测演变仍显示出减小的值,并且仅限于EBS的外部。应用于本研究的质量运输定律预测与孔隙堵塞相关的分子扩散减少。

著录项

  • 来源
    《Applied clay science》 |2010年第2期|82-90|共9页
  • 作者单位

    BRGM, 3 Avenue C. Guillemin, F-45060 Orleans, Cedex 2, France Universite Louis Pasteur, Centre de Ceochimie de la Surface, UMR 7517 CGS, 1 rue Blessig, F-67084 Strasbourg Cedex, France CNRS/INSU, UMR 7517 CGS, 1 rue Blessig, F-67084 Strasbourg Cedex, France Andra, 1/7 rue Jean Monnet, F-92298 Chatenay-Malabry Cedex, France;

    Universite Louis Pasteur, Centre de Ceochimie de la Surface, UMR 7517 CGS, 1 rue Blessig, F-67084 Strasbourg Cedex, France CNRS/INSU, UMR 7517 CGS, 1 rue Blessig, F-67084 Strasbourg Cedex, France;

    Universite Louis Pasteur, Centre de Ceochimie de la Surface, UMR 7517 CGS, 1 rue Blessig, F-67084 Strasbourg Cedex, France CNRS/INSU, UMR 7517 CGS, 1 rue Blessig, F-67084 Strasbourg Cedex, France;

    Andra, 1/7 rue Jean Monnet, F-92298 Chatenay-Malabry Cedex, France;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    KIRMAT; coupled transport reaction modeling; MX-80 bentonite; engineered barrier; porosity; diffusion;

    机译:KIRMAT;耦合运输反应建模MX-80膨润土;工程屏障孔隙率扩散;
  • 入库时间 2022-08-17 13:55:27

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