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Stress-strain states differences in specimens during triaxial compression and direct shear tests

dc.contributor.authorMedzvieckas, Jurgis
dc.contributor.authorDirgėlienė, Neringa
dc.contributor.authorSkuodis, Šarūnas
dc.date.accessioned2023-09-18T16:53:01Z
dc.date.available2023-09-18T16:53:01Z
dc.date.issued2017
dc.identifier.issn1877-7058
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/117647
dc.description.abstractThis article compares the soil strength parameters obtained from data of triaxial compression and direct shear tests, both with dense samples of fine sand. Direct shear device and triaxial device have significant differences in stress – strain state, which is developed in the specimen during test. In order to evaluate the stress-strain state, the direct shear and triaxial tests were simulated with finite element program PLAXIS 3D.eng
dc.formatPDF
dc.format.extentp. 739-745
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyConference Proceedings Citation Index - Science (Web of Science)
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyScienceDirect
dc.source.urihttp://dx.doi.org/10.1016/j.proeng.2017.02.094
dc.subjectSD03 - Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques
dc.titleStress-strain states differences in specimens during triaxial compression and direct shear tests
dc.typeStraipsnis konferencijos darbų leidinyje Web of Science DB / Paper in conference publication in Web of Science DB
dcterms.references14
dc.type.pubtypeP1a - Straipsnis konferencijos darbų leidinyje Web of Science DB / Article in conference proceedings Web of Science DB
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.ltspecializationsC101 - Civilinės inžinerijos mokslo centras /
dc.subject.enDirect shear
dc.subject.enTriaxial compression
dc.subject.enShear strength parameters
dc.subject.enSand
dc.subject.enStress-strain state
dcterms.sourcetitleProcedia Engineering. Modern Building Materials, Structures and Techniques, MBMST 2016
dc.description.volumeVol. 172
dc.publisher.nameElsevier
dc.publisher.cityAmsterdam
dc.identifier.doi000410919400096
dc.identifier.doi2-s2.0-85016275831
dc.identifier.doi10.1016/j.proeng.2017.02.094
dc.identifier.elaba20748925


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