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Microstructural interpretation of compression behaviour of Kaolin clay

机译:高岭土压缩行为的微观结构解释

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Clay is a very complex material. There is a conceptual lack in the understanding of clay behaviour from a microstructural standpoint. For example, fundamental features of compression behaviour, i.e. plastic and elastic response, are explained from a microstructural standpoint by either referring to granular 'interactions', which are evidently not appropriate for clay, or to electro-chemical interactions borrowed from colloidal theories, again not representative of clay behaviour. Hence, in practice there is no conceptual model able to describe the behaviour of clay. It is clear that the clay structure has an important impact on the clay behaviour; however this topic has only been widely studied for unsaturated soils, where conclusions about the influence of the clay structure can be hidden by the effects of suction. The paper presents a microstructural study of Kaolin Clay subjected to one-dimensional compression. Microstructure was investigated via the Pore Size Distributions. Reconstituted samples were tested in order to generate different microstructures and have a better understanding of the role of clay microstructure in clay mechanical behaviour.
机译:粘土是一种非常复杂的材料。从微观结构的角度来看,对粘土行为的理解存在概念上的欠缺。例如,从微观结构的角度解释了压缩行为的基本特征,即塑性和弹性响应,或者通过提及显然不适用于粘土的颗粒“相互作用”,或者从胶体理论借来的电化学相互作用来进行解释。不代表黏土行为。因此,在实践中,没有能够描述粘土行为的概念模型。显然,粘土结构对粘土的性能有重要影响。然而,这个话题仅在非饱和土壤中得到了广泛的研究,其中关于粘土结构影响的结论可以被吸力的影响所掩盖。本文对高岭土的一维压缩进行了微观结构研究。通过孔尺寸分布研究了微结构。测试了再生样品,以产生不同的微观结构,并更好地了解了粘土微观结构在粘土机械行为中的作用。

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