Experimental investigation into the effect of porosity on the strains developing during anhydrite to gypsum transformation

IF 3.3 2区 工程技术 Q3 ENERGY & FUELS Geomechanics for Energy and the Environment Pub Date : 2024-09-27 DOI:10.1016/j.gete.2024.100601
Antonia Nousiou, Erich Pimentel, Georgios Anagnostou
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Abstract

The swelling of anhydritic claystones often leads to severe tunnel damage. Even though this phenomenon has gained significant scientific interest, particularly in the last decades, there are still open questions which introduce uncertainties in tunnel design. One question concerns the strains developing during the anhydrite to gypsum transformation (AGT). These depend, among other factors, on whether the gypsum crystals grow within the available pore space or whether they tend to push the particles apart, leading to an expansion of the matrix and, in turn, larger macroscopic strains. The experimental investigations of this paper aim to assess the influence of the initial porosity on the strains developing during AGT. Specimens consisting of highly compacted anhydrite and kaolin powders are created with varying initial porosities between 0.22 and 0.35. It is concluded that, ceteris paribus, the strains developing during AGT decreases with increasing initial porosity. The results also indicate that in the case of high initial porosity the gypsum crystals grow in the available pore space, thus decreasing the porosity, while in the case of low initial porosity, gypsum growth leads to an increase of the pore space. The results are applicable to porous media where crystallisation may occur within the pores.
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关于孔隙率对无水石膏转化过程中产生的应变的影响的实验研究
无水粘土岩的膨胀往往会导致隧道的严重破坏。尽管这一现象已经引起了科学界的极大兴趣,尤其是在过去的几十年中,但仍有一些悬而未决的问题,给隧道设计带来了不确定性。其中一个问题涉及无水石膏转化(AGT)过程中产生的应变。除其他因素外,这些应变取决于石膏晶体是在可用的孔隙空间内生长,还是倾向于将颗粒推开,从而导致基体膨胀,进而产生更大的宏观应变。本文的实验研究旨在评估初始孔隙率对 AGT 过程中产生的应变的影响。试样由高度压实的无水石膏和高岭土粉末组成,初始孔隙率在 0.22 和 0.35 之间。得出的结论是,在相同情况下,AGT 过程中产生的应变会随着初始孔隙率的增加而减小。结果还表明,在初始孔隙率较高的情况下,石膏晶体会在可用的孔隙空间中生长,从而降低孔隙率,而在初始孔隙率较低的情况下,石膏的生长会导致孔隙空间的增加。这些结果适用于可能在孔隙内发生结晶的多孔介质。
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来源期刊
Geomechanics for Energy and the Environment
Geomechanics for Energy and the Environment Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
5.90
自引率
11.80%
发文量
87
期刊介绍: The aim of the Journal is to publish research results of the highest quality and of lasting importance on the subject of geomechanics, with the focus on applications to geological energy production and storage, and the interaction of soils and rocks with the natural and engineered environment. Special attention is given to concepts and developments of new energy geotechnologies that comprise intrinsic mechanisms protecting the environment against a potential engineering induced damage, hence warranting sustainable usage of energy resources. The scope of the journal is broad, including fundamental concepts in geomechanics and mechanics of porous media, the experiments and analysis of novel phenomena and applications. Of special interest are issues resulting from coupling of particular physics, chemistry and biology of external forcings, as well as of pore fluid/gas and minerals to the solid mechanics of the medium skeleton and pore fluid mechanics. The multi-scale and inter-scale interactions between the phenomena and the behavior representations are also of particular interest. Contributions to general theoretical approach to these issues, but of potential reference to geomechanics in its context of energy and the environment are also most welcome.
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