Investigation of the deformation of reinforced structures interacting with soils

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

Файлы в этом документе

Размер: 45.12Kb

Формат: PDF

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