Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/118159
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorWang, T-
dc.creatorWu, M-
dc.creatorYin, ZY-
dc.date.accessioned2026-03-19T08:34:57Z-
dc.date.available2026-03-19T08:34:57Z-
dc.identifier.issn1861-1125-
dc.identifier.urihttp://hdl.handle.net/10397/118159-
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.subjectCoral sanden_US
dc.subjectDouble porosityen_US
dc.subjectInternal erosionen_US
dc.subjectParticle migrationen_US
dc.subjectSeepage anisotropyen_US
dc.titleEffect of the structure of intra-particle pores on suffusion in coral sanden_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.doi10.1007/s11440-025-02902-6-
dcterms.abstractCoral sand, as a primary material for constructing artificial islands and reefs, is known for its high porosity. This porosity arises from the presence of intra-particle pores within individual particles and inter-particle pores between neighboring particles, forming a unique double-porosity structure. The pores within a particle usually exhibit a tubular structure with preferential directions, which may affect the hydraulic behaviors of coral sand at the macroscale. This work aims to investigate the influence of the tubular structure of intra-particle pores on suffusion in coral sand. A numerical approach that couples the discrete element method (DEM) with the dynamic fluid mesh (DFM) is employed to simulate the suffusion process in coral sand with the tubular structure. In particular, the effect of the preferential direction of the tubular structure is examined. The insights gained from this research show that the inter-particle porosity and fluid velocity increase with the erosion of fine particles. However, the intra-particle fluid velocity holds steady due to the unchanged average hydraulic gradient of the sample. Moreover, with diminishing angle between the direction of the intra-particle fluid channel and flow direction, the intra-particle fluid velocity increases, resulting in a slight increase in the eroded mass.-
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationActa Geotechnica, Published: 05 January 2026, Online first, https://doi.org/10.1007/s11440-025-02902-6-
dcterms.isPartOfActa geotechnica-
dcterms.issued2026-
dc.identifier.scopus2-s2.0-105026698593-
dc.identifier.eissn1861-1133-
dc.description.validate202603 bcjz-
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG001266/2026-02en_US
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis study was supported by National Natural Science Foundation of China (Grant No. 52408394), General Research Fund Grant No. PolyU 15227624 from the Research Grants Council of the Hong Kong SAR, and State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering (Grant No. SDGZ2504). The authors are grateful to the anonymous reviewers and the editor for their valuable suggestions to improve the manuscript.en_US
dc.description.pubStatusEarly releaseen_US
dc.date.embargo2027-01-05en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-01-05
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