{"title":"Microstructural approach and transfer water modelling in highly compacted unsaturated swelling clays","authors":"N. Saiyouri, P. Y. Hicher, D. Tessier","doi":"10.1002/(SICI)1099-1484(200001)5:1<41::AID-CFM75>3.0.CO;2-N","DOIUrl":null,"url":null,"abstract":"A compacted smectite clay was studied in order to understand the swelling phenomenon. The influence of the sample initial state on the swelling mechanisms was demonstrated. A complete physical–chemical and mineralogical characterization of the clay was achieved using X-ray by reflexion and thermal methods. The X-ray diffraction by transmission method allowed to describe the various levels of the hydrated clay organization and the microstructure evolution. The pore distribution and the water partition are shown. Other important parameters: water retention, inter-layer distances, particle size, number of layers per particle were examined. This information gives the ability to follow the swelling which occurred in two steps, and to calculate the swelling potential versus the water content, or the void ratio. In application to this study, a water transfer in unsaturated clay was studied with the laws of continuous medium mechanics. A finite difference program was used to examine two cases: prevented and free swelling in an oedometer. In order to take into account the material deformation, the swelling potential was introduced in the diffusion coefficients. The simulation results of the water transfer obtained on this basis, were in good agreement with the experiments. Copyright © 2000 John Wiley & Sons, Ltd.","PeriodicalId":100899,"journal":{"name":"Mechanics of Cohesive-frictional Materials","volume":"5 1","pages":"41-60"},"PeriodicalIF":0.0000,"publicationDate":"2000-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1002/(SICI)1099-1484(200001)5:1<41::AID-CFM75>3.0.CO;2-N","citationCount":"127","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Mechanics of Cohesive-frictional Materials","FirstCategoryId":"1085","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/%28SICI%291099-1484%28200001%295%3A1%3C41%3A%3AAID-CFM75%3E3.0.CO%3B2-N","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 127
高度压实非饱和膨胀粘土的微观结构方法和输水模型
研究了压实蒙脱石粘土的膨胀现象。证明了样品初始状态对溶胀机制的影响。使用X射线反射法和热法对粘土进行了完整的物理-化学和矿物学表征。透射法的X射线衍射可以描述不同水平的水化粘土组织和微观结构的演变。显示了孔隙分布和水分分配。检查了其他重要参数:保水性、层间距离、颗粒尺寸、每个颗粒的层数。该信息提供了跟踪在两个步骤中发生的溶胀的能力,并计算溶胀势与含水量或空隙率的关系。在本研究中,应用连续介质力学定律研究了非饱和粘土中的水分传输。有限差分程序用于检查两种情况:水肿仪中的预防性肿胀和游离性肿胀。为了考虑材料的变形,在扩散系数中引入了膨胀势。在此基础上得到的输水模拟结果与实验结果吻合较好。版权所有©2000 John Wiley&;有限公司。
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