Modelling of deformation of underground tunnel lining, interacting with water-saturated soil

dc.contributor.author	Berezhnoi D.
dc.contributor.author	Balafendieva I.
dc.contributor.author	Sachenkov A.
dc.contributor.author	Sekaeva L.
dc.date.accessioned	2018-09-19T21:44:23Z
dc.date.available	2018-09-19T21:44:23Z
dc.date.issued	2016
dc.identifier.issn	1757-8981
dc.identifier.uri	https://dspace.kpfu.ru/xmlui/handle/net/144357
dc.description.abstract	© Published under licence by IOP Publishing Ltd.Built finite element method of calculating the deformation of underground tunnel lining, interacting with dry and water-saturated soils. To simulate the interaction between the lining and soils environments, including physical and non-linear, a special "contact" finite element, which allows to consider all cases of interaction between the contacting surfaces. It solved a number of problems of deformation with the ground subway tunnel lining rings.
dc.relation.ispartofseries	IOP Conference Series: Materials Science and Engineering
dc.title	Modelling of deformation of underground tunnel lining, interacting with water-saturated soil
dc.type	Conference Paper
dc.relation.ispartofseries-issue	1
dc.relation.ispartofseries-volume	158
dc.collection	Публикации сотрудников КФУ
dc.source.id	SCOPUS17578981-2016-158-1-SID85014420867

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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.