Logo BSU

Please use this identifier to cite or link to this item: https://elib.bsu.by/handle/123456789/196372
Full metadata record
DC FieldValueLanguage
dc.contributor.authorЖуравков, Михаил Анатольевич-
dc.contributor.authorПавлов, Сергей Валерьевич-
dc.date.accessioned2018-05-30T07:13:09Z-
dc.date.available2018-05-30T07:13:09Z-
dc.date.issued2002-
dc.identifier.citationВестник Белорусского государственного университета. Сер. 1, Физика. Математика. Информатика. – 2002. - № 3. – С. 51-58.ru
dc.identifier.issn0321-0367-
dc.identifier.urihttp://elib.bsu.by/handle/123456789/196372-
dc.description.abstractIn paper the problem about the estimation of stress intensity factor for arbitrary arranged cracks in case of single-axis loading with using of a method of sections is resolved. On the basis of the solution of this problem the model of the behavior of cracks system in rock’s mass is built.ru
dc.language.isoruru
dc.publisherМинск : БГУru
dc.rightsinfo:eu-repo/semantics/openAccessen
dc.subjectЭБ БГУ::ЕСТЕСТВЕННЫЕ И ТОЧНЫЕ НАУКИ::Математикаru
dc.titleК моделированию состояния породных массивов c произвольными системами трещинru
dc.typearticleru
Appears in Collections:2002, №3 (сентябрь)

Files in This Item:
File Description SizeFormat 
51-58.pdf4,72 MBAdobe PDFView/Open
Show simple item record Google Scholar



Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.