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Investigation of the deformation of reinforced structures interacting with soils

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dc.contributor.author Balafendieva I.
dc.contributor.author Baytemirov A.
dc.contributor.author Berezhnoi D.
dc.contributor.author Galimullin I.
dc.contributor.author Notfullina I.
dc.contributor.author Sachenkov A.
dc.contributor.author Yakushev R.
dc.date.accessioned 2020-01-15T21:48:36Z
dc.date.available 2020-01-15T21:48:36Z
dc.date.issued 2019
dc.identifier.issn 1742-6588
dc.identifier.uri https://dspace.kpfu.ru/xmlui/handle/net/156121
dc.description.abstract © Published under licence by IOP Publishing Ltd. Within the framework of the proposed methodology for calculating the processes of interaction of elastic-plastic structures with soils of complex physical nature, based on the use of defining ratios connecting the increments of true stresses and deformations, a calculation is made of the stress-strain state of the lining of the underground tunnel and located in the immediate vicinity of the ventilator unit erecting over them a roadbed.
dc.relation.ispartofseries Journal of Physics: Conference Series
dc.title Investigation of the deformation of reinforced structures interacting with soils
dc.type Conference Paper
dc.relation.ispartofseries-issue 2
dc.relation.ispartofseries-volume 1158
dc.collection Публикации сотрудников КФУ
dc.source.id SCOPUS17426588-2019-1158-2-SID85063805261


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  • Публикации сотрудников КФУ Scopus [24551]
    Коллекция содержит публикации сотрудников Казанского федерального (до 2010 года Казанского государственного) университета, проиндексированные в БД Scopus, начиная с 1970г.

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