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Influence of salt solutions on the swelling behavior of the compacted GMZ01 bentonite

机译:盐溶液对压实的GMZ01膨润土溶胀行为的影响

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摘要

During the long-term operation of a deep geological repository, infiltration of pore fluids with different chemical compositions can influence the swelling behavior of the compacted bentonite. In this paper, using a self-developed swelling deformation apparatus, one-dimensional free swelling tests were conducted on densely compacted GMZ01 bentonite specimen with an initial dry density of 1.70 g/cm(3), with infiltration of de-ionized water, NaCl, or CaCl2 solutions at different concentrations. Results show that the swelling strains of GMZ01 bentonite specimens infiltrated with salt solutions were significantly lower than that of those infiltrated with de-ionized water. In fact, the swelling strain decreased in a form of power function with the increasing concentration of infiltration solutions. For a given concentration, the one-dimensional swelling strain of specimens contacted with NaCl solutions was higher than that of the specimens infiltrated with CaCl2 solutions. However, the difference of the swelling strains decreased with increasing concentrations. This phenomenon could be explained by the impact of cation types on the microstructure of bentonite.
机译:在深部地质库的长期运行过程中,具有不同化学组成的孔隙流体的渗透会影响压实膨润土的溶胀行为。在本文中,使用自行开发的溶胀变形设备,对密实压实的GMZ01膨润土样品进行了一维自由溶胀试验,该样品的初始干密度为1.70 g / cm(3),并带有去离子水NaCl的浸润。或不同浓度的CaCl2溶液。结果表明,盐溶液浸润的GMZ01膨润土试样的溶胀应变明显低于去离子水浸润的。实际上,随着渗透溶液浓度的增加,膨胀应变以幂函数的形式减小。在给定的浓度下,与NaCl溶液接触的样品的一维溶胀应变高于渗入CaCl2溶液的样品的一维溶胀应变。但是,溶胀应变的差异随着浓度的增加而减小。这种现象可以用阳离子类型对膨润土微观结构的影响来解释。

著录项

  • 来源
    《Environmental earth sciences》 |2015年第1期|793-802|共10页
  • 作者单位

    Tongji Univ, Dept Geotech Engn, Coll Civil Engn, Shanghai 200092, Peoples R China|Tongji Univ, Key Lab Geotech & Underground Engn Minist Educ, Shanghai 200092, Peoples R China;

    Tongji Univ, Dept Geotech Engn, Coll Civil Engn, Shanghai 200092, Peoples R China;

    Tongji Univ, Dept Geotech Engn, Coll Civil Engn, Shanghai 200092, Peoples R China;

    Tongji Univ, Dept Geotech Engn, Coll Civil Engn, Shanghai 200092, Peoples R China;

    Tongji Univ, Dept Geotech Engn, Coll Civil Engn, Shanghai 200092, Peoples R China|UR Navier CERMES, Ecole Ponts ParisTech, F-77455 Paris, France;

    Beijing Res Inst Uranium Geol, Beijing 100029, Peoples R China;

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

    Salt solutions; GMZ01 bentonite; Buffer/backfill materials; Swelling strain; One-dimensional free swelling;

    机译:盐溶液;GMZ01膨润土;缓冲/回填材料;溶胀应变;一维自由溶胀;

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