Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/115962
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorZhang, S-
dc.creatorTan, D-
dc.creatorZhu, H-
dc.creatorPei, H-
dc.creatorShi, B-
dc.date.accessioned2025-11-18T06:48:32Z-
dc.date.available2025-11-18T06:48:32Z-
dc.identifier.issn1674-7755-
dc.identifier.urihttp://hdl.handle.net/10397/115962-
dc.language.isoenen_US
dc.publisher科学出版社 (Kexue Chubanshe,Science Press)en_US
dc.rights© 2025 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).en_US
dc.rightsThe following publication Zhang, S., Tan, D., Zhu, H., Pei, H., & Shi, B. (2025). Rheological behaviors of Na-montmorillonite considering particle interactions: A molecular dynamics study. Journal of Rock Mechanics and Geotechnical Engineering, 17(7), 4657–4671 is available at https://doi.org/10.1016/j.jrmge.2024.07.003.en_US
dc.subjectDarjaguin-Landau-Verwey-Overbeek (DLVO) theoryen_US
dc.subjectMicrostructureen_US
dc.subjectMolecular dynamicsen_US
dc.subjectMontmorillonite suspensionen_US
dc.subjectParticle interactionsen_US
dc.subjectRheological behavioren_US
dc.subjectYield stressen_US
dc.titleRheological behaviors of Na-montmorillonite considering particle interactions : a molecular dynamics studyen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage4657-
dc.identifier.epage4671-
dc.identifier.volume17-
dc.identifier.issue7-
dc.identifier.doi10.1016/j.jrmge.2024.07.003-
dcterms.abstractUnderstanding the rheology of bentonite suspensions is crucial for ensuring the safety of engineering practices. However, the rheological mechanisms of bentonite remain unclear due to the limitations of conventional experimental techniques, particularly in assessing the microscopic interactions between clay particles and their impact on rheological properties. In this paper, the rheological behaviors of Na-montmorillonite were studied with a focus on interparticle interactions. Both equilibrium molecular dynamics (MD) and non-equilibrium MD simulations were conducted to understand the physical properties of Na-montmorillonite under zero shear and various shear rates, respectively. The interaction between two parallel clay particles was determined in simulations, indicating that the classical Darjaguin-Landau-Verwey-Overbeek (DLVO) theory underestimates the interactions for a small separation distance. Na-montmorillonite exhibits a typical shear thinning behavior under shearing. However, as water content increases, it begins to behave more like liquid water. The yield stress of montmorillonite, as determined by the Bingham model, was found to be linearly related to the interaction pressures between clay particles. Besides MD simulations, the microstructure of clay suspension was further quantified using the separation distance and incline angle between non-parallel clay particles. Based on MD results and the quantified clay structure, a model was developed to estimate the yield stress of montmorillonite considering various influence factors, including electrolyte concentration, temperature, and solid fraction. Finally, from a comparison with calculated and experimental data, the results confirm the good performance of the proposed model. These findings provide significant insights for understanding the rheological soil behaviors and evaluating the yield stress of bentonite suspensions.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of rock mechanics and geotechnical engineering, July 2025, v. 17, no. 7, p. 4657-4671-
dcterms.isPartOfJournal of rock mechanics and geotechnical engineering-
dcterms.issued2025-07-
dc.identifier.eissn2589-0417-
dc.description.validate202511 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe authors gratefully acknowledge the financial support provided by the National Science Fund for Distinguished Young Scholars of China (Grant No. 42225702), the National Natural Science Fund of China for Excellent Young Scholars Fund (Overseas), Applied Basic Research Programme of Liaoning Province (2023JH2/101300139), Opening fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technology, SKLGP2024K020), and Key Laboratory of Earth Fissures Geological Disaster, Ministry of Natural Resources.en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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