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 |
|