Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/114842
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorHe, SH-
dc.creatorYin, ZY-
dc.creatorDing, Z-
dc.creatorLi, RD-
dc.date.accessioned2025-09-01T01:52:50Z-
dc.date.available2025-09-01T01:52:50Z-
dc.identifier.issn1861-1125-
dc.identifier.urihttp://hdl.handle.net/10397/114842-
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.rights© The Author(s) 2025en_US
dc.rightsOpen Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.en_US
dc.rightsThe following publication He, SH., Yin, ZY., Ding, Z. et al. Novel observations for the impact of particle morphology on shear modulus of granular materials. Acta Geotech. 20, 4631–4650 (2025) is available at https://doi.org/10.1007/s11440-025-02640-9.en_US
dc.subjectDynamic propertiesen_US
dc.subjectGranular materialsen_US
dc.subjectLaboratory testsen_US
dc.subjectSmall-strain modulusen_US
dc.titleNovel observations for the impact of particle morphology on shear modulus of granular materialsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage4631-
dc.identifier.epage4650-
dc.identifier.volume20-
dc.identifier.issue9-
dc.identifier.doi10.1007/s11440-025-02640-9-
dcterms.abstractThe influence of particle shape on the shear modulus at very small strain (Gmax) of granular materials remains poorly understood and correlated. Using both micro-CT and bender element tests, this study aims to further systematically investigate this influence by comparing six granular materials with distinct particle shapes. The study included materials with angular and rounded particles, as well as relatively spherical and moderately angular particles, with particle morphological factors assessed using micro-CT. A series of bender element tests was conducted on these materials under various relative densities (Dr) and mean effective stresses (p′). Additionally, computed tomography (CT) technique was employed to interpret the role of particle shape on Gmax from a microstructural perspective. The test results reveal that under the same relative density condition, as the irregularity of particle shape increases, the Gmax of the materials first increases and then decreases. Angular materials exhibit the lowest Gmax values, primarily due to their larger void ratio, while the mediumly angular materials display the highest Gmax values compared to rounded and angular materials. Additionally, it was observed that overall regularity (OR) can be used to describe the significant transitional Gmax response of granular material in relation to the variations in particle morphology. As OR decreases, the sensitivity of Gmax to p′ initially decreases and then increases, which was found to be related to the shape-dependent particle mean coordination number (Z̄). Notably, in materials with an extremely low Z̄ value, Gmax exhibits a significantly faster increase with p′. Consequently, based on test data from granular materials with a wide range of particle shapes and transitional Gmax responses, practical equations for correlating the parameters of Gmax prediction model with particle morphology were formulated and validated.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationActa geotechnica, Sept 2025, v. 20, no. 9, p. 4631-4650-
dcterms.isPartOfActa geotechnica-
dcterms.issued2025-09-
dc.identifier.scopus2-s2.0-105007079129-
dc.identifier.eissn1861-1133-
dc.description.validate202509 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_TAen_US
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis research was financially supported by the Research Grants Council (RGC) of Hong Kong Special Administrative Region Government (HKSARG) of China (Grant no. 15220221, 15226822, 15227923, 15227624) and the National Natural Science Foundation of China (Grant no. 52178400).en_US
dc.description.pubStatusPublisheden_US
dc.description.TASpringer Nature (2025)en_US
dc.description.oaCategoryTAen_US
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