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dc.contributor.authorAlekhin, A. N.en
dc.contributor.authorAlekhin, V. N.en
dc.contributor.authorAlekhin, A. A.en
dc.contributor.authorPopov, A. M.en
dc.date.accessioned2024-04-05T16:18:45Z-
dc.date.available2024-04-05T16:18:45Z-
dc.date.issued2023-
dc.identifier.citationAlekhin, AN, Alekhin, VN, Alekhin, AA & Popov, AM 2023, Stages of introducing nonlinear soil model into design practice in Russia. в L Boswell, V Alekhin & A Nazarov (ред.), VII International Conference “Safety Problems of Civil Engineering Critical Infrastructures” (SPCECI2021): Conference Proceeding. Том. 2701, 020023, AIP Conference Proceedings, № 1, Том. 2701, American Institute of Physics Inc. https://doi.org/10.1063/5.0138049harvard_pure
dc.identifier.citationAlekhin, A. N., Alekhin, V. N., Alekhin, A. A., & Popov, A. M. (2023). Stages of introducing nonlinear soil model into design practice in Russia. в L. Boswell, V. Alekhin, & A. Nazarov (Ред.), VII International Conference “Safety Problems of Civil Engineering Critical Infrastructures” (SPCECI2021): Conference Proceeding (Том 2701). [020023] (AIP Conference Proceedings; Том 2701, № 1). American Institute of Physics Inc.. https://doi.org/10.1063/5.0138049apa_pure
dc.identifier.isbn9780735444157-
dc.identifier.issn0094-243X-
dc.identifier.otherFinal2
dc.identifier.otherAll Open Access, Bronze3
dc.identifier.otherhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85151363011&doi=10.1063%2f5.0138049&partnerID=40&md5=b95d4383cd051671c197ef14fb1084441
dc.identifier.otherhttps://aip.scitation.org/doi/pdf/10.1063/5.0138049pdf
dc.identifier.urihttp://elar.urfu.ru/handle/10995/130347-
dc.description.abstractThe paper describes more important stages of introducing nonlinear soil model into design practice in Russia. Results of laboratory and in-situ verification studies are analyzed. Some examples of objects which geotechnical parts were designed using a physically and geometrically nonlinear soil model are given and discussed. Since the soil is a natural media, the values of its mechanical characteristics (parameters) should be determined from in-situ static tests, for example, using pressuremeter devices, that allows to ensure the necessary accuracy in about 25% of the design geotechnical output data. © 2023 Author(s).en
dc.format.mimetypeapplication/pdfen
dc.language.isoenen
dc.publisherAmerican Institute of Physics Inc.en
dc.rightsinfo:eu-repo/semantics/openAccessen
dc.sourceAIP Conference Proceedings2
dc.sourceAIP Conference Proceedingsen
dc.titleStages of introducing nonlinear soil model into design practice in Russiaen
dc.typeConference Paperen
dc.typeinfo:eu-repo/semantics/conferenceObjecten
dc.typeinfo:eu-repo/semantics/publishedVersionen
dc.conference.name7th International Conference on Safety Problems of Civil Engineering Critical Infrastructures, SPCECI 2021en
dc.conference.date27 May 2021 through 28 May 2021-
dc.identifier.doi10.1063/5.0138049-
dc.identifier.scopus85151363011-
local.contributor.employeeAlekhin, A.N., Ural State University of Railway Transport, Kolmogorova St. 66, Ekaterinburg, Russian Federationen
local.contributor.employeeAlekhin, V.N., Ural Federal University Named after the First President of Russia B.N. Yeltsin, Mira Street 19, Ekaterinburg, Russian Federationen
local.contributor.employeeAlekhin, A.A., Ural Federal University Named after the First President of Russia B.N. Yeltsin, Mira Street 19, Ekaterinburg, Russian Federationen
local.contributor.employeePopov, A.M., Ural Federal University Named after the First President of Russia B.N. Yeltsin, Mira Street 19, Ekaterinburg, Russian Federationen
local.volume2701-
local.contributor.departmentUral State University of Railway Transport, Kolmogorova St. 66, Ekaterinburg, Russian Federationen
local.contributor.departmentUral Federal University Named after the First President of Russia B.N. Yeltsin, Mira Street 19, Ekaterinburg, Russian Federationen
local.identifier.pure37140636-
local.description.order020023-
local.identifier.eid2-s2.0-85151363011-
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