Development of the computer program of calculation of concrete bored piles in soil ground of Astana city

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dc.contributor.author Awwad, Talal
dc.contributor.author Mussabayev, Turlybek
dc.contributor.author Tulebekova, Assel
dc.contributor.author Jumabayev, Atogali
dc.date.accessioned 2020-09-02T09:14:49Z
dc.date.available 2020-09-02T09:14:49Z
dc.date.issued 2019
dc.identifier.isbn DOI: 10.21660/2019.60.17339
dc.identifier.issn 21862982
dc.identifier.uri http://repository.enu.kz:8080/handle/data/16002
dc.description http://www.enu.kz/en/ ru_RU
dc.description.abstract The current calculating theories of massive constructions are based on the simplified models without consideration of factors settlement as nonhomogeneous environments interaction, the interacting environments nonlinearity or considering them separately and conditionally. Therefore, equivalent numerical model designing of bored piles interaction with the soil mass and designing of a nonlinear technique of numerical calculation of similar systems on its basis is a modern and relevant task, which is an effective tool for a number of relevant geotechnical tasks solutions. The calculation of reinforced concrete bored pile with the real diagrams of a pile material deformation and surrounding rock massif has been presented in the article. The computer program allows receiving the strain-stress state of a pile and the surrounded massif as one heterogeneous body. New calculation approaches of the reinforced concrete bored pile can be used in the standards modernization when transferring from the regulatory framework of Kazakhstan to Euro code according to the reform concept. ru_RU
dc.language.iso en ru_RU
dc.publisher International Journal of GEOMATE ru_RU
dc.relation.ispartofseries Volume 17, Issue 60;Pages 176-182
dc.subject pile ru_RU
dc.subject soil ru_RU
dc.subject program ru_RU
dc.subject calculation ru_RU
dc.title Development of the computer program of calculation of concrete bored piles in soil ground of Astana city ru_RU
dc.type Article ru_RU


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