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dc.contributor.authorBespaev, Aliy
dc.contributor.authorTeshev, Ilya
dc.contributor.authorKuralov, U.S.
dc.contributor.authorAltigenov, U.B.
dc.date.accessioned2024-12-05T10:33:19Z
dc.date.available2024-12-05T10:33:19Z
dc.date.issued2023
dc.identifier.isbn978-1-003-29912-7
dc.identifier.otherDOI: 10.1201/9781003299127-373
dc.identifier.urihttp://rep.enu.kz/handle/enu/19885
dc.description.abstractThe results of experimental studies of the stress-strain state of reinforced concrete three-dimensional blocks under the action of vertical loads are presented. Information is given on the distribution of deformations, the formation and opening of cracks, horizontal displacements, strength and nature of destruction, and the influence of the type of concrete. Proposals are given for calculating the bearing capacity, taking into account damage.ru
dc.language.isoenru
dc.publisherSmart Geotechnics for Smart Societiesru
dc.subjectreinforced concrete volume blocksru
dc.subjectstrengthru
dc.subjectdeformationsru
dc.subjectcracks and displacementsru
dc.subjectfailure patternsru
dc.titleStrength and deformations of volume-blocksru
dc.typeArticleru


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Показать сокращенную информацию