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Numerical analysis of pile foundations in seasonally freezing soil ground

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dc.contributor.author Tleulenova, G.
dc.contributor.author Zhussupbekov, A.
dc.contributor.author Shakhmov, Zh.
dc.contributor.author Omarov, A.
dc.date.accessioned 2023-06-02T05:26:34Z
dc.date.available 2023-06-02T05:26:34Z
dc.date.issued 2021
dc.identifier.issn 2616-7263
dc.identifier.issn DOI: doi.org/10.32523/2616-7263-2021-135-2-37-48
dc.identifier.uri http://rep.enu.kz/handle/enu/1421
dc.description.abstract The article presents the results of numerical analysis for pile foundation in seasonally freezing soil ground. This project uses the static tests of soil by piles at the construction site of Cargo off-loading facilities (Prorva, Atyrau region, Kazakhstan). The project area is located along the east coast of the Caspian Sea, both onshore and offshore, near the Prorva oilfield, Kazakhstan. At present, the North Caspian Sea has a limited water depth (max 8 m). According to the test results have been made design changes in the pile foundation. Static tests (SCLT) were carried out on the piles with 16m in length and precast concrete joint pile foundations with a total length of 22m to 27m. This research is important for an understanding of the interaction mechanism of precast composite joint piles with seasonally freezing soil ground of the Caspian Sea coastal area of the site. ru
dc.language.iso en ru
dc.publisher L.N.Gumilyov Eurasian National University ru
dc.subject pile ru
dc.subject numerical analysis ru
dc.subject Load-Settlement ru
dc.subject PIT ru
dc.title Numerical analysis of pile foundations in seasonally freezing soil ground ru
dc.type Article ru


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