Geometrically nonlinear deformation elastoplastic soil

dc.contributor.author	Berezhnoi D.
dc.contributor.author	Sachenkov A.
dc.contributor.author	Sagdatullin M.
dc.date.accessioned	2018-09-18T20:21:31Z
dc.date.available	2018-09-18T20:21:31Z
dc.date.issued	2014
dc.identifier.issn	1312-885X
dc.identifier.uri	https://dspace.kpfu.ru/xmlui/handle/net/139044
dc.description.abstract	© 2014 D. V. Berezhnoi, A. A. Sachenkov and M. K. Sagdatullin. In work statement of a problem of numerical modeling of finite deformations elastoplastic soil environments, focused on application FEM is given. Implemented and tested method of solving the problem of elastic-plastic deformation of soil masses on the basis of defining relations between the increments of the true stress and strain, resolved a number of model problems of determining the stress-strain and limiting condition of soils.
dc.relation.ispartofseries	Applied Mathematical Sciences
dc.subject	A method of finite elements
dc.subject	Elastoplastic soil
dc.subject	Finite strains
dc.title	Geometrically nonlinear deformation elastoplastic soil
dc.type	Article
dc.relation.ispartofseries-issue	125-128
dc.relation.ispartofseries-volume	8
dc.collection	Публикации сотрудников КФУ
dc.relation.startpage	6341
dc.source.id	SCOPUS1312885X-2014-8-125-128-SID84908139939

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