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 |
|