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Compaction properties of granular bentonites

机译:膨润土颗粒的压实性能

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摘要

Bentonites have been examined recently in some countries as candidates for buffer materials for use in high-level nuclear waste repositories. Granular bentonites are anticipated as the raw materials for constructing bentonite-based buffer materials by in-situ compaction methods. For that reason, it is important to understand the influence of grain size distribution and physicochemical properties of bentonite ore on compaction properties of granular bentonites. This study performed the compaction tests of 21 kinds of granular bentonites. Compaction properties of granular bentonites depend not on the grain size distributions, but strongly on the kind of bentonite ore used as a raw material. The maximum dry density and optimum water content of granular bentonite are evaluated from the plastic limits of powdered bentonite ore. Granular bentonite with a lower plastic limit has higher maximum dry density and lower optimum water content. This fact implies that microscopic interaction between aggregate of montmorillonite in the bentonite and water supplied for adjusting the water content of sample plays an important role in the compaction process of granular bentonite. Therefore, compaction properties of granular bentonite, though classified gravel or sand from viewpoint of grain size distributions, should be treated similarly to those of clay materials. Calculations to establish evaluation methods for compaction properties of granular bentonites and observations of cross sections of dynamically compacted granular bentonites show that the compaction process of granular bentonite is controlled by the homogenization process of bentonite clay in the void space between load-bearing bentonites.
机译:最近在一些国家对膨润土进行了研究,以作为用于高级核废料处置库的缓冲材料的候选材料。期望将膨润土颗粒用作通过现场压实方法构造基于膨润土的缓冲材料的原料。因此,重要的是了解膨润土矿石的粒度分布和理化性质对粒状膨润土的压实性能的影响。本研究对21种粒状膨润土进行了压实试验。粒状膨润土的压实特性不取决于粒度分布,而很大程度上取决于用作原料的膨润土矿石的种类。从膨润土粉矿的塑性极限来评估膨润土颗粒的最大干密度和最佳含水量。具有较低塑性极限的粒状膨润土具有较高的最大干密度和较低的最佳含水量。这一事实表明,膨润土中的蒙脱石聚集体与用于调节样品含水量的水之间的微观相互作用在粒状膨润土的压实过程中起着重要作用。因此,尽管从粒度分布的角度来看,粒状膨润土的压实性能,尽管是分级的砾石或沙子,仍应与粘土材料类似地处理。建立颗粒状膨润土压实性能评估方法的计算和动态压实的颗粒状膨润土的横截面观察表明,颗粒状膨润土的压实过程受承重膨润土之间空隙中膨润土黏土的均质化过程控制。

著录项

  • 来源
    《Applied clay science》 |2006年第2期|p.47-55|共9页
  • 作者

    Hiroshi Ito;

  • 作者单位

    Kunimine Industries Co., Ltd., Research Laboratory, 1085 Nabekake, Kuroiso, Tochigi 325-0013, Japan;

  • 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 硅酸盐工业;
  • 关键词

    bentonite; granular; compaction; plastic limits; bentonite ore;

    机译:膨润土;粒状;压实;塑性极限;膨润土矿石;
  • 入库时间 2022-08-17 13:56:19

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