Antonia Nousiou, Erich Pimentel, Georgios Anagnostou
{"title":"Experimental investigation into the effect of porosity on the strains developing during anhydrite to gypsum transformation","authors":"Antonia Nousiou, Erich Pimentel, Georgios Anagnostou","doi":"10.1016/j.gete.2024.100601","DOIUrl":null,"url":null,"abstract":"<div><div>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, <em>ceteris paribus</em>, 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.</div></div>","PeriodicalId":56008,"journal":{"name":"Geomechanics for Energy and the Environment","volume":"40 ","pages":"Article 100601"},"PeriodicalIF":3.3000,"publicationDate":"2024-09-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geomechanics for Energy and the Environment","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352380824000686","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENERGY & FUELS","Score":null,"Total":0}
引用次数: 0
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.
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.