A chemo-mechanical model of the swelling of anhydritic claystones

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Antonia Nousiou, Georgios Anagnostou
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Abstract

Anhydritic claystones are widely distributed in the Gypsum Keuper formation. Their swelling is associated with the chemical process of anhydrite to gypsum transformation and has caused extensive damages in tunnels. Even though this problem has attracted great scientific interest, an adequate mathematical description of the swelling of anhydritic rocks is still missing. The present paper contributes towards closing this gap by formulating a coupled chemo-mechanical constitutive model, which considers anhydritic rock as an elastoplastic porous medium according to the principle of effective stresses, with a Mohr–Coulomb yield criterion, a non-associated flow rule and an additional, chemically induced strain component. The volumetric chemical strain is equal to the sum of the changes of the volume of the solids and of the pore volume. The change of the volume of the solids depends on the stoichiometry of the chemical reaction and is proportional to the mass of the transformed anhydrite. The pore volume may increase or decrease during the anhydrite to gypsum transformation, depending on how gypsum grows. The pore volume increases if the gypsum crystals crack and expand the matrix, and decreases if the gypsum crystals precipitate within the available pore space. The proposed model considers experimental results according to which the higher the stresses and porosity, the lower the increase in pore volume. In addition, the model assumes that the chemical strains are coaxial with the principal stresses and that the volumetric chemical strain in each principal direction is inversely proportional to the corresponding principal stress. The model is calibrated with results of tests on artificial anhydrite-kaolin specimens and achieves a very high correlation degree (R2 = 0.92).

无水粘土溶胀的化学-力学模型
石膏科布尔组中广泛分布无水粘土岩。它们的膨胀与硬石膏向石膏转化的化学过程有关,对隧道造成了广泛的破坏。尽管这个问题已经引起了极大的科学兴趣,但对无水岩石膨胀的适当的数学描述仍然缺失。本文通过建立一个耦合的化学-力学本构模型来缩小这一差距,该模型根据有效应力原理,将无水岩石视为弹塑性多孔介质,具有莫尔-库仑屈服准则,非关联流动规则和附加的化学诱导应变分量。体积化学应变等于固体体积变化量和孔隙体积变化量之和。固体体积的变化取决于化学反应的化学计量,并与转化硬石膏的质量成正比。在硬石膏向石膏的转化过程中,孔隙体积可能增大或减小,这取决于石膏的生长方式。当石膏晶体使基体开裂和膨胀时,孔隙体积增大;当石膏晶体在可用孔隙空间内析出时,孔隙体积减小。该模型考虑了应力和孔隙度越高,孔隙体积增加越小的实验结果。此外,该模型假定化学应变与主应力呈同轴关系,各主方向上的体积化学应变与相应的主应力成反比。该模型采用人工硬石膏-高岭土试样的试验结果进行了校正,得到了很高的相关度(R2 = 0.92)。
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
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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