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Time- and density-dependent microstructure features of compacted bentonite

机译:压实膨润土随时间和密度变化的微观结构特征

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摘要

Pre-compacted bentonite bricks are often considered as sealing/backfill elements in deep geological repositories for high level radioactive waste. A good understanding of their microstructure changes upon hydration is essential as the microstructure changes are directly related to the macroscopic hydro-mechanical behaviour. In this study, the microstructure features of the compacted MX80 bentonite used as a sealing material in a field experiment were characterized by means of both mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM). Emphasis was put on the effects of final dry density (density after swelling) and hydration time. The results obtained show that the changes in soil porosity upon swelling are mainly due to the increase in large-pores of about 50 μm diameter and medium-pores of 1 μm diameter. In addition, the microstructure changed over time due to the water re-distribution that occurred among each level of pores: the volume of both the large-pores and small-pores decreased along as the volume of the medium-pores increased. A uniform microstructure can be then expected in the long term. Furthermore, it was observed that the higher the final dry density, the slower the microstructure changes.
机译:预先压实的膨润土砖通常被视为高放射性废物深层地质处置库中的密封/回填元素。由于水合作用的微观结构变化与宏观的水力力学行为直接相关,因此必须充分了解其在水化后的微观结构变化。在这项研究中,通过压汞法(MIP)和扫描电子显微镜(SEM)表征了在现场实验中用作密封材料的压实MX80膨润土的微观结构特征。重点放在最终干密度(溶胀后的密度)和水合时间的影响上。所得结果表明,溶胀后土壤孔隙度的变化主要是由于直径约50μm的大孔和直径1μm的中孔的增加。另外,由于孔隙的各个级别之间发生了水的重新分布,微观结构随时间而变化:大孔和小孔的体积都随着中孔的增加而减小。从长远来看,可以期待均匀的微观结构。此外,观察到最终干密度越高,微观结构变化越慢。

著录项

  • 来源
    《Soils and foundations 》 |2014年第4期| 657-666| 共10页
  • 作者单位

    Ecole des Ponts ParisTech, Laboratoire Navier/CERMES, 6 et 8 Av. B.Pascal, F-77455 Marne-la-Vallee CEDEX 2, France,ARC Centre of Excellence for Geotechnical Science and Engineering, The University of Newcastle, Callaghan, 2308 NSW, Australia;

    Ecole des Ponts ParisTech, Laboratoire Navier/CERMES, 6 et 8 Av. B.Pascal, F-77455 Marne-la-Vallee CEDEX 2, France,Tongji University, 1239 Si Ping Road, 200092 Shanghai, China,Ecole des Ponts ParisTech, 6-8 av. Blaise Pascal, Cite Descartes, Champs-sur-Marne, 77455 Marne la Vallee, France;

    Ecole des Ponts ParisTech, Laboratoire Navier/CERMES, 6 et 8 Av. B.Pascal, F-77455 Marne-la-Vallee CEDEX 2, France;

    Euridice Group, SCK/CEN, Boeretang 200, BE-2400 Mol, Belgium;

    Tongji University, 1239 Si Ping Road, 200092 Shanghai, China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Radioactive waste disposal; Compacted bentonite; Microstructure; Final dry density; Hydration time;

    机译:放射性废物处置;压实膨润土;微观结构最终干密度;水化时间;

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