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Research on water retention and microstructure characteristics of compacted GMZ bentonite under free swelling conditions

机译:自由膨胀条件下压实GMZ膨润土的保水率和微观结构特征研究

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摘要

In this study, water retention tests under free swelling conditions were performed to investigate the water intake (or loss) behaviour of compacted GMZ bentonite. First, the water retention characteristics were investigated, and then the microscopic pore structure was observed by environmental scanning electron microscope (ESEM). The results indicate that GMZ bentonite has a strong swelling (or a limited shrinkage ability) due to water intake (loss). The suction behaviour of GMZ bentonite is similar to MX80 bentonite and FEBEX bentonite. We also find that the confinement conditions can affect the suction behaviour of the material, especially at high relative humidity (RH). Additionally, a mathematic model can fit the mass change data very well. Microscopic tests show that the granular sensation of GMZ bentonite is obvious for a sample at low RH. With the increase in RH, the surface of GMZ bentonite becomes more smooth. The differences in the porosities calculated by the macroscopic and microscopic tests can be attributed to image resolution. The inter-laminar pores and intra-aggregate pores cannot be observed by the ESEM method. In addition, ESEM observation can provide an intuitive basis for the further research of the seepage property of GMZ bentonite.
机译:在这项研究中,在自由溶胀条件下进行保水试验,以研究压实的GMZ膨润土的吸水(或失水)行为。首先,研究保水特性,然后通过环境扫描电子显微镜(ESEM)观察微观孔结构。结果表明,由于吸水(损耗),GMZ膨润土具有很强的溶胀(或有限的收缩能力)。 GMZ膨润土的吸附性能类似于MX80膨润土和FEBEX膨润土。我们还发现限制条件会影响材料的吸气性能,尤其是在相对湿度较高的情况下。另外,数学模型可以很好地拟合质量变化数据。显微测试表明,对于低RH的样品,GMZ膨润土的颗粒感很明显。随着RH的增加,GMZ膨润土的表面变得更光滑。通过宏观和微观测试计算出的孔隙率差异可归因于图像分辨率。通过ESEM方法不能观察到层间孔和聚集体内孔。另外,ESEM观测可以为进一步研究GMZ膨润土的渗透性能提供直观的依据。

著录项

  • 来源
    《Environmental earth sciences》 |2018年第16期|583.1-583.11|共11页
  • 作者单位

    China Univ Min & Technol, State Key Lab GeoMech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China;

    China Univ Min & Technol, State Key Lab GeoMech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China;

    Tongji Univ, Key Lab Geotech & Underground Engn, Minist Educ, Shanghai, Peoples R China;

    China Univ Min & Technol, State Key Lab GeoMech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China;

    China Univ Min & Technol, State Key Lab GeoMech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China;

    China Univ Min & Technol, State Key Lab GeoMech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China;

    China Univ Min & Technol, State Key Lab GeoMech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China;

    China Univ Min & Technol, State Key Lab GeoMech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China;

    China Univ Min & Technol, State Key Lab GeoMech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China;

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

    GMZ bentonite; High-level radioactive waste; Free swelling conditions; Water intake (loss); Microscopic observation;

    机译:GMZ膨润土;高放废物;自由溶胀条件;进水量(损失);显微观察;

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