Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/110687
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorLiu, Den_US
dc.creatorYin, ZYen_US
dc.date.accessioned2025-01-03T06:15:43Z-
dc.date.available2025-01-03T06:15:43Z-
dc.identifier.issn0363-9061en_US
dc.identifier.urihttp://hdl.handle.net/10397/110687-
dc.language.isoenen_US
dc.publisherJohn Wiley & Sons Ltd.en_US
dc.rightsThis is an open access article under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits use, distribution and reproduction in any medium, provided the original work is properly cited.en_US
dc.rights© 2024 The Author(s). International Journal for Numerical and Analytical Methods in Geomechanics published by John Wiley & Sons Ltd.en_US
dc.rightsThe following publication Liu, D. and Yin, Z.-Y. (2025), Small Strain Stiffness of Sand-Rubber Mixtures With Particle Size Disparity Effect. Int J Numer Anal Methods Geomech., 49: 218-233 is available at https://doi.org/10.1002/nag.3866.en_US
dc.subjectDiscrete element methoden_US
dc.subjectSand-rubber mixturesen_US
dc.subjectSize disparityen_US
dc.subjectSmall strain stiffnessen_US
dc.subjectState variablesen_US
dc.titleSmall strain stiffness of sand-rubber mixtures with particle size disparity effecten_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage218en_US
dc.identifier.epage233en_US
dc.identifier.volume49en_US
dc.identifier.issue1en_US
dc.identifier.doi10.1002/nag.3866en_US
dcterms.abstractThis study systematically investigates the small-strain stiffness of sand-rubber mixtures, focusing on combined particle disparity—both larger sand with smaller rubber and smaller sand with larger rubber—using the discrete element method. The effectiveness of various state variables in capturing stiffness behavior across different rubber contents and size disparities (SDs) is evaluated. Conventional state variables developed for natural sands, such as void ratio and mechanical void ratio were found to be less effective in describing the small-strain stiffness characteristics of sand-rubber mixtures due to distinct properties of rubber. This study then demonstrates that the stiffness contribution of rubber materials could be negligible, emphasizing that particle property disparity is more significant than SD between sand and rubber materials. Therefore, an adapted state variable, considering only active sand particles, shows improved performance for capturing the correlation between small-strain stiffness with increasing rubber contents, suggesting its potential utility over conventional variables. Additionally, a refined void ratio, including inactive sand particles but excluding rubber, offers a practical alternative for capturing small-strain stiffness in experimental and engineering practices, aligning with previous experimental observations. These findings underscore the need for developing more effective state variables that accurately reflect the interactions within heterogeneous materials like sand-rubber mixtures.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationInternational journal for numerical and analytical methods in geomechanics, Jan. 2025, v. 49, no. 1, p. 218-233en_US
dcterms.isPartOfInternational journal for numerical and analytical methods in geomechanicsen_US
dcterms.issued2025-01-
dc.identifier.scopus2-s2.0-85206947026-
dc.identifier.eissn1096-9853en_US
dc.description.validate202412 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_TA-
dc.description.fundingSourceRGCen_US
dc.description.pubStatusPublisheden_US
dc.description.TAWiley (2024)en_US
dc.description.oaCategoryTAen_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Liu_Small_Strain_Stiffness.pdf4.81 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Version of Record
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

28
Citations as of Apr 14, 2025

Downloads

14
Citations as of Apr 14, 2025

SCOPUSTM   
Citations

2
Citations as of Dec 19, 2025

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.