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首页> 外文期刊>Clays and clay minerals >MICRO-STRUCTURE AND HYDRAULIC CONDUCTIVITY OF SIMULATED SAND-BENTONITE MIXTURES
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MICRO-STRUCTURE AND HYDRAULIC CONDUCTIVITY OF SIMULATED SAND-BENTONITE MIXTURES

机译:模拟砂土-膨润土混合物的微观结构和水电导率

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摘要

This paper describes the relationship between the micro-structure and hydraulic conductivity of simulated sand-bentonite mixtures (SSBMs) prepared with powdered and granular bentonite. Glass beads were used to simulate sand grains because of their superior optical properties. The micro-structure of SSBMs was observed using optical micrography and scanning electron microscopy. For mixtures prepared with powdered bentonite, the indications are that bentonite coats the particles. As the bentonite content increases, the thickness of bentonite coating increases and reduces the area available for flow. For mixtures containing granular bentonite, the dry bentonite granules occupy the space between the particles and then swell to fill the void space. As the bentonite content increases, the number of granules increases, leading to more void spaces being filled with bentonite. At higher bentonite content (>8%), flow paths devoid of bentonite are unlikely, and the hydraulic conductivity appears to be controlled by the hydraulic conductivity of bentonite. The changes in micro-structure that were observed are consistent with the decrease in hydraulic conductivity that occurs with increasing bentonite content. However, the relationship between hydraulic conductivity and bentonite content differs depending on whether a mixture contains powdered or granular bentonite.
机译:本文描述了粉状和颗粒状膨润土制备的模拟砂-膨润土混合物(SSBM)的微观结构与水力传导率之间的关系。由于玻璃珠具有卓越的光学性能,因此被用来模拟沙粒。使用光学显微镜和扫描电子显微镜观察SSBM的微观结构。对于用粉状膨润土制备的混合物,迹象表明膨润土可包覆颗粒。随着膨润土含量的增加,膨润土涂层的厚度增加并减少了可流动的面积。对于含有粒状膨润土的混合物,干燥的膨润土颗粒占据颗粒之间的空间,然后膨胀以填充空隙空间。随着膨润土含量的增加,颗粒的数量增加,导致更多的空隙空间被膨润土填充。在较高的膨润土含量(> 8%)下,缺少膨润土的流动路径是不可能的,并且水力传导率似乎受膨润土的水力传导率控制。观察到的微观结构的变化与随着膨润土含量增加而发生的水力传导率的降低是一致的。然而,取决于混合物是否包含粉末状或粒状膨润土,水力传导率与膨润土含量之间的关系不同。

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