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dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorRadvilaitė, Urtė
dc.contributor.authorKačianauskas, Rimantas
dc.contributor.authorRusakevičius, Dainius
dc.contributor.authorJaras, Arūnas
dc.date.accessioned2025-05-14T08:14:46Z
dc.date.available2025-05-14T08:14:46Z
dc.date.issued2017
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157563
dc.description.abstractThe paper addresses the applicability of spherical harmonics (SH) technique to describe particles shape. It is aimed to demonstrate basic features of the low-resolution spherical harmonics limited by the expansion degree L ≤ 3 and apply them to describe specified shapes. The modelling quality was evaluated by considering selected error norms and the most important integral characteristics of a particle, the surface area and the body volume. It was shown, that the even simplest case of the suggested low-resolution harmonics technique with L = 1 shows good performance for both rounded ellipsoids as well as angular octahedrons with sharp edges. For application of SH to hexahedron shaped particles (rectangular parallelepiped) the higher L = 3 degree must be used. The low-resolution harmonics yield particle shapes with rounded angularities. Therefore, enhanced future analysis of the local surface gradients and curvatures has to be performed.en_US
dc.format.extent8 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/157277en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.source.urihttps://www.sciencedirect.com/science/article/pii/S1877705817306069en_US
dc.subjectsoilen_US
dc.subjectparticleen_US
dc.subjectshapeen_US
dc.subjectspherical harmonicsen_US
dc.titleModelling soil particles by low-resolution spherical harmonicsen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.licenseCC BY NC NDen_US
dcterms.references18en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionVilniaus Gedimino technikos universitetasen_US
dc.contributor.institutionVilnius Gediminas Technical Universityen_US
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineeringen_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 172en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2017.02.100en_US


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Kūrybinių bendrijų licencija / Creative Commons licence
Except where otherwise noted, this item's license is described as Kūrybinių bendrijų licencija / Creative Commons licence