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Effect of ends restraint on soil shear strength parameters during triaxial testing

dc.contributor.authorDirgėlienė, Neringa
dc.contributor.authorAmšiejus, Jonas
dc.contributor.authorStragys, Vincentas Vytis
dc.date.accessioned2023-09-18T19:55:23Z
dc.date.available2023-09-18T19:55:23Z
dc.date.issued2007
dc.identifier.other(BIS)VGT02-000015686
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/144935
dc.format.extentp. 151-156
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.titleEffect of ends restraint on soil shear strength parameters during triaxial testing
dc.typeStraipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed source
dcterms.references12
dc.type.pubtypeS4 - Straipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed publication
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dcterms.sourcetitleTheoretical foundations of civil engineering: Polish - Ukrainian- Lithuanian Transaction / Warsaw University of Technology. Faculty of Civil Engineering, Vilniaus Gediminas Technical University. Faculty of Civil Engineering, Prydneprovsk State Academy of Civil Engineering and Architecture. T. 15
dc.publisher.nameWydawnictwo Politechniki Warszawskiej
dc.publisher.cityWarszawa
dc.identifier.elaba3800240


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