Microstructural transformations of swelling clay minerals

IF 0.8 Q3 ENGINEERING, PETROLEUM
Georesursy Pub Date : 2023-03-30 DOI:10.18599/grs.2023.1.11
Maksim G. Khramchenkov, F. A. Trofimova, R. Usmanov, Roman E. Dolgopolov
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引用次数: 0

Abstract

An original model of microstructural transformations during clay swelling is considered, a thermodynamic and physical-mechanical description of the properties of clays during the process of swelling in vapors and aqueous solutions is given. The model proposed to explain these properties is based on the concept of mutual displacement of clay particles in clay rock aggregates during swelling with the formation of new pores between clay particles forming crystallites and aggregates. The model is based on the mechanism of utilization of the excess surface energy of clay particles during hydration, taking into account the influence of certain environmental parameters, for example, the concentration of the solution, through a change in the mutual orientation of clay particles, mainly due to rotations or shifts relative to each other, with the formation of an area available for further wetting free surface. In the thermodynamic description, such a process will manifest itself in a change in the surface interaction energy on the wetted areas of the particles when moving during mutual shifts and rotations. At the same time, one of the most important parameters of clay rock, microporosity, also changes. In this work, this phenomenon was experimentally studied using the methods of static moisture capacity and Mössbauer (NGR) spectroscopy. The proposed model makes it possible to explain the features of the clay hydration process and to compare the observed experimental data with the theoretical description of the clay swelling process.
膨胀黏土矿物的微观结构转变
考虑了粘土膨胀过程中微观结构转变的原始模型,给出了粘土在蒸汽和水溶液中膨胀过程中性质的热力学和物理力学描述。为解释这些特性而提出的模型是基于粘土岩石骨料中粘土颗粒在膨胀过程中相互位移的概念,在形成微晶和骨料的粘土颗粒之间形成新的孔隙。该模型基于粘土颗粒在水合过程中多余表面能的利用机制,考虑到某些环境参数的影响,例如溶液的浓度,通过粘土颗粒的相互取向的变化,主要是由于相对于彼此的旋转或偏移,形成可用于进一步润湿自由表面的区域。在热力学描述中,当粒子在相互移动和旋转过程中移动时,这种过程将表现为粒子润湿区域上的表面相互作用能的变化。同时,粘土岩最重要的参数之一——微孔性也发生了变化。在这项工作中,使用静态含水量和穆斯堡尔(NGR)光谱的方法对这一现象进行了实验研究。所提出的模型可以解释粘土水化过程的特征,并将观测到的实验数据与粘土膨胀过程的理论描述进行比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Georesursy
Georesursy ENGINEERING, PETROLEUM-
CiteScore
1.50
自引率
25.00%
发文量
49
审稿时长
16 weeks
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