Wen-jie Dai , Yong-gui Chen , Yu-cheng Li , Wei-min Ye , Qiong Wang
{"title":"Modelling the crystalline swelling process of montmorillonite incorporating boundary effects","authors":"Wen-jie Dai , Yong-gui Chen , Yu-cheng Li , Wei-min Ye , Qiong Wang","doi":"10.1016/j.compgeo.2025.107289","DOIUrl":null,"url":null,"abstract":"<div><div>Crystalline swelling behavior of montmorillonite (Mt) profoundly impacts the phenomenological properties of expansive clays. Accurately modeling the evolution of basal spacing is essential for assessing the performance of expansive clay materials in geotechnical applications, particularly in high-level radioactive waste (HLRW) repositories. This study aims to address the primary limitation of existing crystalline swelling models, which fail to account for boundary effects dependent on clay structure. A mass transfer boundary is integrated into the Laird model, and its validity is substantiated through basal spacing measurements of tactoids and bentonites. The mass transfer boundary is described using the soil water retention curve (SWRC) for bound water. Furthermore, net hydration energies are determined using an empirical function, eliminating the need for experimental calibration of effective diabattivity. The modified model is validated against experimental data for three common bentonites: GMZ, MX-80, and Kunipia. It demonstrates enhanced predictive accuracy compared to the previous model and effectively captures the continuous swelling process. Additionally, this approach provides a numerical tool for calculating the evolution of potential energy and dielectric constant within interlayer spaces.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"184 ","pages":"Article 107289"},"PeriodicalIF":5.3000,"publicationDate":"2025-04-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X25002381","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0
Abstract
Crystalline swelling behavior of montmorillonite (Mt) profoundly impacts the phenomenological properties of expansive clays. Accurately modeling the evolution of basal spacing is essential for assessing the performance of expansive clay materials in geotechnical applications, particularly in high-level radioactive waste (HLRW) repositories. This study aims to address the primary limitation of existing crystalline swelling models, which fail to account for boundary effects dependent on clay structure. A mass transfer boundary is integrated into the Laird model, and its validity is substantiated through basal spacing measurements of tactoids and bentonites. The mass transfer boundary is described using the soil water retention curve (SWRC) for bound water. Furthermore, net hydration energies are determined using an empirical function, eliminating the need for experimental calibration of effective diabattivity. The modified model is validated against experimental data for three common bentonites: GMZ, MX-80, and Kunipia. It demonstrates enhanced predictive accuracy compared to the previous model and effectively captures the continuous swelling process. Additionally, this approach provides a numerical tool for calculating the evolution of potential energy and dielectric constant within interlayer spaces.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.